structure 4
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BeamsBeam Node A Node B Length
(m)
Property
(degrees)
1 1 3 0.783 4 0
2 3 4 0.783 4 0
3 4 5 0.783 4 0
4 5 6 0.783 4 0
5 6 7 0.783 4 0
6 7 8 0.783 4 0
7 8 9 0.783 4 0
8 9 10 0.783 4 0
9 10 11 0.783 4 0
10 11 12 0.783 4 011 12 13 0.783 4 0
12 13 14 0.783 4 0
13 14 15 0.783 4 0
14 15 16 0.783 4 0
15 16 17 0.783 4 0
16 17 18 0.783 4 0
17 18 19 0.783 4 0
18 19 20 0.783 4 0
19 20 21 0.783 4 0
20 21 22 0.783 4 0
21 22 23 0.783 4 0
22 23 24 0.783 4 0
23 24 25 0.783 4 0
24 25 1 0.783 4 0
25 26 27 0.783 4 0
26 27 28 0.783 4 0
27 28 29 0.783 4 0
28 29 30 0.783 4 0
29 30 31 0.783 4 0
30 31 32 0.783 4 0
31 32 33 0.783 4 0
32 33 34 0.783 4 0
33 34 35 0.783 4 0
34 35 36 0.783 4 0
35 36 37 0.783 4 0
36 37 38 0.783 4 0
37 38 39 0.783 4 0
38 39 40 0.783 4 0
39 40 41 0.783 4 0
40 41 42 0.783 4 0
41 42 43 0.783 4 0
42 43 44 0.783 4 0
43 44 45 0.783 4 0
44 45 46 0.783 4 0
45 46 47 0.783 4 0
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Beams Cont...Beam Node A Node B Length
(m)
Property
(degrees)
46 47 48 0.783 4 0
47 48 49 0.783 4 0
48 49 26 0.783 4 0
97 12 50 4.000 3 0
98 50 51 4.000 3 0
99 51 52 4.000 3 0
101 50 53 3.000 4 0
102 51 54 3.000 4 0
104 16 53 4.000 3 0
105 53 54 4.000 3 0106 54 55 4.000 3 0
108 53 56 3.000 4 0
109 54 57 3.000 4 0
111 20 56 4.000 3 0
112 56 57 4.000 3 0
113 57 58 4.000 3 0
115 56 59 3.000 4 0
116 57 60 3.000 4 0
118 24 59 4.000 3 0
119 59 60 4.000 3 0
120 60 61 4.000 3 0
122 59 62 3.000 4 0
123 60 63 3.000 4 0
125 4 62 4.000 3 0
126 62 63 4.000 3 0
127 63 64 4.000 3 0
129 62 65 3.000 4 0
130 63 66 3.000 4 0
132 8 65 4.000 3 0
133 65 66 4.000 3 0
134 66 67 4.000 3 0
136 65 50 3.000 4 0
137 66 51 3.000 4 0
Section PropertiesProp Section Area
(in2)
Iyy
(in4)
Izz
(in4)
J
(in4)
Material
3 Rect 13.78x13.78 189.875 3E+3 3E+3 5.07E+3 CONCRETE
4 Rect 9.84x17.72 174.375 4.56E+3 1.41E+3 3.68E+3 CONCRETE
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Plate ThicknessProp Node A
(in)
Node B
(in)
Node C
(in)
Node D
(in)
Material
1 3.937 3.937 3.937 3.937 CONCRETE
2 7.874 7.874 7.874 7.874 CONCRETE
MaterialsMat Name E
(kip/in2)
Density
(kip/in3)
(/°F)
1 STEEL 29E+3 0.300 0.000 6E -6
2 STAINLESSSTEEL 28E+3 0.300 0.000 10E -6
3 ALUMINUM 10E+3 0.330 0.000 13E -6
4 CONCRETE 3.15E+3 0.170 0.000 5E -6
SupportsNode X
(kip/in)
Y
(kip/in)
Z
(kip/in)
rX
(kip-ft/deg)
rY
(kip-ft/deg)
rZ
(kip-ft/deg)
52 Fixed Fixed Fixed Fixed Fixed Fixed
55 Fixed Fixed Fixed Fixed Fixed Fixed
58 Fixed Fixed Fixed Fixed Fixed Fixed
61 Fixed Fixed Fixed Fixed Fixed Fixed
64 Fixed Fixed Fixed Fixed Fixed Fixed
67 Fixed Fixed Fixed Fixed Fixed Fixed
Basic Load CasesNumber Name
1 LOAD CASE 1
2 LOAD CASE 2
Selfweight : 1 LOAD CASE 1Direction Factor
Y -1.000
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Plate Loads : 2 LOAD CASE 2Plate Type Direction Fa Fb X1
(m)
Y1
(m)
X2
(m)
Y2
(m)
49 TRAP kN/m2 Z -4.000 -4.000 - - - -
50 TRAP kN/m2 Z -4.000 -4.000 - - - -
51 TRAP kN/m2 Z -4.000 -4.000 - - - -
52 TRAP kN/m2 Z -4.000 -4.000 - - - -
53 TRAP kN/m2 Z -4.000 -4.000 - - - -
54 TRAP kN/m2 Z -4.000 -4.000 - - - -
55 TRAP kN/m2 Z -4.000 -4.000 - - - -
56 TRAP kN/m2 Z -4.000 -4.000 - - - -
57 TRAP kN/m2 Z -4.000 -4.000 - - - -
58 TRAP kN/m2 Z -4.000 -4.000 - - - -59 TRAP kN/m2 Z -4.000 -4.000 - - - -
60 TRAP kN/m2 Z -4.000 -4.000 - - - -
61 TRAP kN/m2 Z -4.000 -4.000 - - - -
62 TRAP kN/m2 Z -4.000 -4.000 - - - -
63 TRAP kN/m2 Z -4.000 -4.000 - - - -
64 TRAP kN/m2 Z -4.000 -4.000 - - - -
65 TRAP kN/m2 Z -4.000 -4.000 - - - -
66 TRAP kN/m2 Z -4.000 -4.000 - - - -
67 TRAP kN/m2 Z -4.000 -4.000 - - - -
68 TRAP kN/m2 Z -4.000 -4.000 - - - -
69 TRAP kN/m2 Z -4.000 -4.000 - - - -
70 TRAP kN/m2 Z -4.000 -4.000 - - - -
71 TRAP kN/m2 Z -4.000 -4.000 - - - -
72 TRAP kN/m2 Z -4.000 -4.000 - - - -
73 TRAP kN/m2 Z -4.000 -4.000 - - - -
74 TRAP kN/m2 Z -4.000 -4.000 - - - -
75 TRAP kN/m2 Z -4.000 -4.000 - - - -
76 TRAP kN/m2 Z -4.000 -4.000 - - - -
77 TRAP kN/m2 Z -4.000 -4.000 - - - -
78 TRAP kN/m2 Z -4.000 -4.000 - - - -
79 TRAP kN/m2 Z -4.000 -4.000 - - - -
80 TRAP kN/m2 Z -4.000 -4.000 - - - -
81 TRAP kN/m2 Z -4.000 -4.000 - - - -
82 TRAP kN/m2 Z -4.000 -4.000 - - - -
83 TRAP kN/m2 Z -4.000 -4.000 - - - -
84 TRAP kN/m2 Z -4.000 -4.000 - - - -
85 TRAP kN/m2 Z -4.000 -4.000 - - - -
86 TRAP kN/m2 Z -4.000 -4.000 - - - -
87 TRAP kN/m2 Z -4.000 -4.000 - - - -
88 TRAP kN/m2 Z -4.000 -4.000 - - - -
89 TRAP kN/m2 Z -4.000 -4.000 - - - -
90 TRAP kN/m2 Z -4.000 -4.000 - - - -
91 TRAP kN/m2 Z -4.000 -4.000 - - - -
92 TRAP kN/m2 Z -4.000 -4.000 - - - -
93 TRAP kN/m2 Z -4.000 -4.000 - - - -
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Plate Loads : 2 LOAD CASE 2 Cont...Plate Type Direction Fa Fb X1
(m)
Y1
(m)
X2
(m)
Y2
(m)
94 TRAP kN/m2 Z -4.000 -4.000 - - - -
95 TRAP kN/m2 Z -4.000 -4.000 - - - -
96 TRAP kN/m2 Z -4.000 -4.000 - - - -
Beam Displacement Detail SummaryDisplacements shown in italic indicate the presence of an offset
Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
Max X 46 2:LOAD CASE 0.783 0.002 -0.003 -0.000 0.004
Min X 34 2:LOAD CASE 0.783 -0.002 -0.003 0.000 0.004
Max Y 99 1:LOAD CASE 4.000 0.000 0.000 0.000 0.000
Min Y 26 1:LOAD CASE 0.705 0.001 -0.020 -0.000 0.020
Max Z 40 2:LOAD CASE 0.548 -0.000 -0.003 0.002 0.004
Min Z 28 2:LOAD CASE 0.783 -0.000 -0.003 -0.002 0.004
Max Rst 30 1:LOAD CASE 0.783 -0.000 -0.020 -0.001 0.020
Beam Displacement DetailDisplacements shown in italic indicate the presence of an offset
Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)1 1:LOAD CASE 0.000 0.001 -0.020 -0.000 0.020
0.078 0.001 -0.020 -0.000 0.020
0.157 0.001 -0.020 -0.000 0.020
0.235 0.001 -0.020 -0.000 0.020
0.313 0.001 -0.020 -0.000 0.020
0.392 0.001 -0.020 -0.000 0.020
0.470 0.001 -0.020 -0.000 0.020
0.548 0.001 -0.020 -0.000 0.020
0.627 0.001 -0.020 -0.000 0.020
0.705 0.001 -0.020 -0.000 0.020
0.783 0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 0.001 -0.003 -0.000 0.004
0.078 0.001 -0.003 -0.000 0.004
0.157 0.001 -0.003 -0.000 0.004
0.235 0.001 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.001 -0.003 -0.001 0.004
0.548 0.001 -0.003 -0.001 0.004
0.627 0.001 -0.003 -0.001 0.004
0.705 0.001 -0.003 -0.001 0.004
0.783 0.001 -0.003 -0.001 0.004
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
2 1:LOAD CASE 0.000 0.001 -0.020 -0.000 0.020
0.078 0.001 -0.020 -0.000 0.020
0.157 0.001 -0.020 -0.000 0.020
0.235 0.001 -0.020 -0.000 0.020
0.313 0.001 -0.020 -0.000 0.020
0.392 0.001 -0.020 -0.000 0.020
0.470 0.001 -0.020 -0.000 0.020
0.548 0.001 -0.020 -0.000 0.020
0.627 0.001 -0.019 -0.000 0.019
0.705 0.001 -0.019 -0.000 0.019 0.783 0.001 -0.019 -0.000 0.019
2:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
0.078 0.001 -0.003 -0.001 0.004
0.157 0.001 -0.003 -0.001 0.004
0.235 0.001 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.001 -0.003 -0.001 0.004
0.548 0.001 -0.003 -0.001 0.004
0.627 0.001 -0.003 -0.001 0.004
0.705 0.001 -0.003 -0.001 0.004
0.783 0.001 -0.003 -0.001 0.004
3 1:LOAD CASE 0.000 0.001 -0.019 -0.000 0.019
0.078 0.001 -0.019 -0.000 0.019
0.157 0.001 -0.019 -0.001 0.019
0.235 0.001 -0.019 -0.001 0.020
0.313 0.001 -0.020 -0.001 0.020
0.392 0.001 -0.020 -0.001 0.020
0.470 0.001 -0.020 -0.001 0.020
0.548 0.001 -0.020 -0.001 0.020
0.627 0.001 -0.020 -0.001 0.020
0.705 0.001 -0.020 -0.001 0.020
0.783 0.001 -0.020 -0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
0.078 0.001 -0.003 -0.001 0.004
0.157 0.001 -0.003 -0.001 0.004
0.235 0.001 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.001 -0.003 -0.001 0.004
0.548 0.001 -0.003 -0.001 0.004
0.627 0.001 -0.003 -0.001 0.004
0.705 0.001 -0.003 -0.001 0.004
0.783 0.001 -0.003 -0.001 0.004
4 1:LOAD CASE 0.000 0.001 -0.020 -0.001 0.020
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.078 0.001 -0.020 -0.001 0.020
0.157 0.001 -0.020 -0.001 0.020
0.235 0.000 -0.020 -0.001 0.020
0.313 0.000 -0.020 -0.001 0.020
0.392 0.000 -0.020 -0.001 0.020
0.470 0.000 -0.020 -0.001 0.020
0.548 0.000 -0.020 -0.001 0.020
0.627 0.000 -0.020 -0.001 0.020
0.705 0.000 -0.020 -0.001 0.020
0.783 0.000 -0.020 -0.001 0.0202:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
0.078 0.001 -0.003 -0.001 0.004
0.157 0.001 -0.003 -0.001 0.004
0.235 0.001 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.000 -0.003 -0.001 0.004
0.548 0.000 -0.003 -0.001 0.004
0.627 0.000 -0.003 -0.001 0.004
0.705 0.000 -0.003 -0.001 0.004
0.783 0.000 -0.003 -0.001 0.004
5 1:LOAD CASE 0.000 0.000 -0.020 -0.001 0.020
0.078 0.000 -0.020 -0.001 0.020
0.157 0.000 -0.020 -0.001 0.020
0.235 0.000 -0.020 -0.001 0.020
0.313 0.000 -0.020 -0.001 0.020
0.392 0.000 -0.020 -0.001 0.020
0.470 0.000 -0.020 -0.001 0.020
0.548 0.000 -0.020 -0.001 0.020
0.627 0.000 -0.020 -0.001 0.020
0.705 0.000 -0.020 -0.001 0.020
0.783 0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 0.000 -0.003 -0.001 0.004
0.078 0.000 -0.003 -0.001 0.004
0.157 0.000 -0.003 -0.001 0.004
0.235 0.000 -0.003 -0.001 0.004
0.313 0.000 -0.003 -0.001 0.004
0.392 0.000 -0.003 -0.001 0.004
0.470 0.000 -0.003 -0.001 0.004
0.548 0.000 -0.003 -0.001 0.004
0.627 0.000 -0.003 -0.001 0.004
0.705 -0.000 -0.003 -0.001 0.004
0.783 -0.000 -0.003 -0.001 0.004
6 1:LOAD CASE 0.000 0.000 -0.020 -0.001 0.020
0.078 0.000 -0.020 -0.001 0.020
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.157 0.000 -0.020 -0.001 0.020
0.235 0.000 -0.020 -0.001 0.020
0.313 0.000 -0.020 -0.001 0.020
0.392 0.000 -0.020 -0.001 0.020
0.470 0.000 -0.020 -0.001 0.020
0.548 -0.000 -0.020 -0.001 0.020
0.627 -0.000 -0.019 -0.001 0.019
0.705 -0.000 -0.019 -0.001 0.019
0.783 -0.000 -0.019 -0.001 0.019
2:LOAD CASE 0.000 -0.000 -0.003 -0.001 0.004 0.078 -0.000 -0.003 -0.001 0.004
0.157 -0.000 -0.003 -0.001 0.004
0.235 -0.000 -0.003 -0.001 0.004
0.313 -0.000 -0.003 -0.001 0.004
0.392 -0.000 -0.003 -0.001 0.004
0.470 -0.000 -0.003 -0.001 0.004
0.548 -0.000 -0.003 -0.001 0.004
0.627 -0.000 -0.003 -0.001 0.004
0.705 -0.000 -0.003 -0.001 0.004
0.783 -0.000 -0.003 -0.001 0.004
7 1:LOAD CASE 0.000 -0.000 -0.019 -0.001 0.019
0.078 -0.000 -0.019 -0.001 0.019
0.157 -0.000 -0.019 -0.001 0.019
0.235 -0.000 -0.019 -0.001 0.020
0.313 -0.000 -0.020 -0.001 0.020
0.392 -0.000 -0.020 -0.001 0.020
0.470 -0.000 -0.020 -0.001 0.020
0.548 -0.000 -0.020 -0.001 0.020
0.627 -0.000 -0.020 -0.001 0.020
0.705 -0.000 -0.020 -0.001 0.020
0.783 -0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 -0.000 -0.003 -0.001 0.004
0.078 -0.000 -0.003 -0.001 0.004
0.157 -0.000 -0.003 -0.001 0.004
0.235 -0.001 -0.003 -0.001 0.004
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.001 0.004
0.548 -0.001 -0.003 -0.001 0.004
0.627 -0.001 -0.003 -0.001 0.004
0.705 -0.001 -0.003 -0.001 0.004
0.783 -0.001 -0.003 -0.001 0.004
8 1:LOAD CASE 0.000 -0.000 -0.020 -0.001 0.020
0.078 -0.000 -0.020 -0.001 0.020
0.157 -0.000 -0.020 -0.001 0.020
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.235 -0.000 -0.020 -0.001 0.020
0.313 -0.000 -0.020 -0.001 0.020
0.392 -0.000 -0.020 -0.001 0.020
0.470 -0.000 -0.020 -0.001 0.020
0.548 -0.000 -0.020 -0.001 0.020
0.627 -0.000 -0.020 -0.001 0.020
0.705 -0.000 -0.020 -0.001 0.020
0.783 -0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.001 0.004
0.078 -0.001 -0.003 -0.001 0.004 0.157 -0.001 -0.003 -0.001 0.004
0.235 -0.001 -0.003 -0.001 0.004
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.001 0.004
0.548 -0.001 -0.003 -0.001 0.004
0.627 -0.001 -0.003 -0.001 0.004
0.705 -0.001 -0.003 -0.001 0.004
0.783 -0.001 -0.003 -0.001 0.004
9 1:LOAD CASE 0.000 -0.000 -0.020 -0.001 0.020
0.078 -0.000 -0.020 -0.001 0.020
0.157 -0.000 -0.020 -0.001 0.020
0.235 -0.001 -0.020 -0.001 0.020
0.313 -0.001 -0.020 -0.001 0.020
0.392 -0.001 -0.020 -0.001 0.020
0.470 -0.001 -0.020 -0.001 0.020
0.548 -0.001 -0.020 -0.001 0.020
0.627 -0.001 -0.020 -0.001 0.020
0.705 -0.001 -0.020 -0.001 0.020
0.783 -0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.001 0.004
0.078 -0.001 -0.003 -0.001 0.004
0.157 -0.001 -0.003 -0.001 0.004
0.235 -0.001 -0.003 -0.001 0.004
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.001 0.004
0.548 -0.001 -0.003 -0.001 0.004
0.627 -0.001 -0.003 -0.001 0.004
0.705 -0.001 -0.003 -0.001 0.004
0.783 -0.001 -0.003 -0.001 0.004
10 1:LOAD CASE 0.000 -0.001 -0.020 -0.000 0.020
0.078 -0.001 -0.020 -0.000 0.020
0.157 -0.001 -0.020 -0.000 0.020
0.235 -0.001 -0.020 -0.000 0.020
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File Date/Time
10
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 10 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.313 -0.001 -0.020 -0.000 0.020
0.392 -0.001 -0.020 -0.000 0.020
0.470 -0.001 -0.020 -0.000 0.020
0.548 -0.001 -0.020 -0.000 0.020
0.627 -0.001 -0.019 -0.000 0.019
0.705 -0.001 -0.019 -0.000 0.019
0.783 -0.001 -0.019 -0.000 0.019
2:LOAD CASE 0.000 -0.001 -0.003 -0.001 0.004
0.078 -0.001 -0.003 -0.001 0.004
0.157 -0.001 -0.003 -0.001 0.004 0.235 -0.001 -0.003 -0.001 0.004
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.000 0.004
0.548 -0.001 -0.003 -0.000 0.004
0.627 -0.001 -0.003 -0.000 0.004
0.705 -0.001 -0.003 -0.000 0.004
0.783 -0.001 -0.003 -0.000 0.004
11 1:LOAD CASE 0.000 -0.001 -0.019 -0.000 0.019
0.078 -0.001 -0.019 -0.000 0.019
0.157 -0.001 -0.019 -0.000 0.019
0.235 -0.001 -0.019 -0.000 0.020
0.313 -0.001 -0.020 -0.000 0.020
0.392 -0.001 -0.020 -0.000 0.020
0.470 -0.001 -0.020 -0.000 0.020
0.548 -0.001 -0.020 -0.000 0.020
0.627 -0.001 -0.020 -0.000 0.020
0.705 -0.001 -0.020 -0.000 0.020
0.783 -0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.000 0.004
0.078 -0.001 -0.003 -0.000 0.004
0.157 -0.001 -0.003 -0.000 0.004
0.235 -0.001 -0.003 -0.000 0.004
0.313 -0.001 -0.003 -0.000 0.004
0.392 -0.001 -0.003 -0.000 0.004
0.470 -0.001 -0.003 -0.000 0.004
0.548 -0.001 -0.003 -0.000 0.004
0.627 -0.001 -0.003 -0.000 0.004
0.705 -0.001 -0.003 0.000 0.004
0.783 -0.001 -0.003 0.000 0.004
12 1:LOAD CASE 0.000 -0.001 -0.020 -0.000 0.020
0.078 -0.001 -0.020 -0.000 0.020
0.157 -0.001 -0.020 -0.000 0.020
0.235 -0.001 -0.020 -0.000 0.020
0.313 -0.001 -0.020 -0.000 0.020
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File Date/Time
11
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 11 of 11STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.392 -0.001 -0.020 -0.000 0.020
0.470 -0.001 -0.020 -0.000 0.020
0.548 -0.001 -0.020 0.000 0.020
0.627 -0.001 -0.020 0.000 0.020
0.705 -0.001 -0.020 0.000 0.020
0.783 -0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.000 0.004
0.078 -0.001 -0.003 0.000 0.004
0.157 -0.001 -0.003 0.000 0.004
0.235 -0.001 -0.003 0.000 0.004 0.313 -0.001 -0.003 0.000 0.004
0.392 -0.001 -0.003 0.000 0.004
0.470 -0.001 -0.003 0.000 0.004
0.548 -0.001 -0.003 0.000 0.004
0.627 -0.001 -0.003 0.000 0.004
0.705 -0.001 -0.003 0.000 0.004
0.783 -0.001 -0.003 0.000 0.004
13 1:LOAD CASE 0.000 -0.001 -0.020 0.000 0.020
0.078 -0.001 -0.020 0.000 0.020
0.157 -0.001 -0.020 0.000 0.020
0.235 -0.001 -0.020 0.000 0.020
0.313 -0.001 -0.020 0.000 0.020
0.392 -0.001 -0.020 0.000 0.020
0.470 -0.001 -0.020 0.000 0.020
0.548 -0.001 -0.020 0.000 0.020
0.627 -0.001 -0.020 0.000 0.020
0.705 -0.001 -0.020 0.000 0.020
0.783 -0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.000 0.004
0.078 -0.001 -0.003 0.000 0.004
0.157 -0.001 -0.003 0.000 0.004
0.235 -0.001 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004
0.392 -0.001 -0.003 0.001 0.004
0.470 -0.001 -0.003 0.001 0.004
0.548 -0.001 -0.003 0.001 0.004
0.627 -0.001 -0.003 0.001 0.004
0.705 -0.001 -0.003 0.001 0.004
0.783 -0.001 -0.003 0.001 0.004
14 1:LOAD CASE 0.000 -0.001 -0.020 0.000 0.020
0.078 -0.001 -0.020 0.000 0.020
0.157 -0.001 -0.020 0.000 0.020
0.235 -0.001 -0.020 0.000 0.020
0.313 -0.001 -0.020 0.000 0.020
0.392 -0.001 -0.020 0.000 0.020
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File Date/Time
12
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 12 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.470 -0.001 -0.020 0.000 0.020
0.548 -0.001 -0.020 0.000 0.020
0.627 -0.001 -0.019 0.000 0.019
0.705 -0.001 -0.019 0.000 0.019
0.783 -0.001 -0.019 0.000 0.019
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.078 -0.001 -0.003 0.001 0.004
0.157 -0.001 -0.003 0.001 0.004
0.235 -0.001 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004 0.392 -0.001 -0.003 0.001 0.004
0.470 -0.001 -0.003 0.001 0.004
0.548 -0.001 -0.003 0.001 0.004
0.627 -0.001 -0.003 0.001 0.004
0.705 -0.001 -0.003 0.001 0.004
0.783 -0.001 -0.003 0.001 0.004
15 1:LOAD CASE 0.000 -0.001 -0.019 0.000 0.019
0.078 -0.001 -0.019 0.000 0.019
0.157 -0.001 -0.019 0.001 0.019
0.235 -0.001 -0.019 0.001 0.020
0.313 -0.001 -0.020 0.001 0.020
0.392 -0.001 -0.020 0.001 0.020
0.470 -0.001 -0.020 0.001 0.020
0.548 -0.001 -0.020 0.001 0.020
0.627 -0.001 -0.020 0.001 0.020
0.705 -0.001 -0.020 0.001 0.020
0.783 -0.001 -0.020 0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.078 -0.001 -0.003 0.001 0.004
0.157 -0.001 -0.003 0.001 0.004
0.235 -0.001 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004
0.392 -0.001 -0.003 0.001 0.004
0.470 -0.001 -0.003 0.001 0.004
0.548 -0.001 -0.003 0.001 0.004
0.627 -0.001 -0.003 0.001 0.004
0.705 -0.001 -0.003 0.001 0.004
0.783 -0.001 -0.003 0.001 0.004
16 1:LOAD CASE 0.000 -0.001 -0.020 0.001 0.020
0.078 -0.001 -0.020 0.001 0.020
0.157 -0.001 -0.020 0.001 0.020
0.235 -0.000 -0.020 0.001 0.020
0.313 -0.000 -0.020 0.001 0.020
0.392 -0.000 -0.020 0.001 0.020
0.470 -0.000 -0.020 0.001 0.020
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File Date/Time
13
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 13 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.548 -0.000 -0.020 0.001 0.020
0.627 -0.000 -0.020 0.001 0.020
0.705 -0.000 -0.020 0.001 0.020
0.783 -0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.078 -0.001 -0.003 0.001 0.004
0.157 -0.001 -0.003 0.001 0.004
0.235 -0.001 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004
0.392 -0.001 -0.003 0.001 0.004 0.470 -0.000 -0.003 0.001 0.004
0.548 -0.000 -0.003 0.001 0.004
0.627 -0.000 -0.003 0.001 0.004
0.705 -0.000 -0.003 0.001 0.004
0.783 -0.000 -0.003 0.001 0.004
17 1:LOAD CASE 0.000 -0.000 -0.020 0.001 0.020
0.078 -0.000 -0.020 0.001 0.020
0.157 -0.000 -0.020 0.001 0.020
0.235 -0.000 -0.020 0.001 0.020
0.313 -0.000 -0.020 0.001 0.020
0.392 -0.000 -0.020 0.001 0.020
0.470 -0.000 -0.020 0.001 0.020
0.548 -0.000 -0.020 0.001 0.020
0.627 -0.000 -0.020 0.001 0.020
0.705 -0.000 -0.020 0.001 0.020
0.783 -0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 -0.000 -0.003 0.001 0.004
0.078 -0.000 -0.003 0.001 0.004
0.157 -0.000 -0.003 0.001 0.004
0.235 -0.000 -0.003 0.001 0.004
0.313 -0.000 -0.003 0.001 0.004
0.392 -0.000 -0.003 0.001 0.004
0.470 -0.000 -0.003 0.001 0.004
0.548 -0.000 -0.003 0.001 0.004
0.627 -0.000 -0.003 0.001 0.004
0.705 0.000 -0.003 0.001 0.004
0.783 0.000 -0.003 0.001 0.004
18 1:LOAD CASE 0.000 -0.000 -0.020 0.001 0.020
0.078 -0.000 -0.020 0.001 0.020
0.157 -0.000 -0.020 0.001 0.020
0.235 -0.000 -0.020 0.001 0.020
0.313 -0.000 -0.020 0.001 0.020
0.392 -0.000 -0.020 0.001 0.020
0.470 -0.000 -0.020 0.001 0.020
0.548 0.000 -0.020 0.001 0.020
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File Date/Time
14
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 14 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.627 0.000 -0.019 0.001 0.019
0.705 0.000 -0.019 0.001 0.019
0.783 0.000 -0.019 0.001 0.019
2:LOAD CASE 0.000 0.000 -0.003 0.001 0.004
0.078 0.000 -0.003 0.001 0.004
0.157 0.000 -0.003 0.001 0.004
0.235 0.000 -0.003 0.001 0.004
0.313 0.000 -0.003 0.001 0.004
0.392 0.000 -0.003 0.001 0.004
0.470 0.000 -0.003 0.001 0.004 0.548 0.000 -0.003 0.001 0.004
0.627 0.000 -0.003 0.001 0.004
0.705 0.000 -0.003 0.001 0.004
0.783 0.000 -0.003 0.001 0.004
19 1:LOAD CASE 0.000 0.000 -0.019 0.001 0.019
0.078 0.000 -0.019 0.001 0.019
0.157 0.000 -0.019 0.001 0.019
0.235 0.000 -0.019 0.001 0.020
0.313 0.000 -0.020 0.001 0.020
0.392 0.000 -0.020 0.001 0.020
0.470 0.000 -0.020 0.001 0.020
0.548 0.000 -0.020 0.001 0.020
0.627 0.000 -0.020 0.001 0.020
0.705 0.000 -0.020 0.001 0.020
0.783 0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 0.000 -0.003 0.001 0.004
0.078 0.000 -0.003 0.001 0.004
0.157 0.000 -0.003 0.001 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.001 0.004
0.470 0.001 -0.003 0.001 0.004
0.548 0.001 -0.003 0.001 0.004
0.627 0.001 -0.003 0.001 0.004
0.705 0.001 -0.003 0.001 0.004
0.783 0.001 -0.003 0.001 0.004
20 1:LOAD CASE 0.000 0.000 -0.020 0.001 0.020
0.078 0.000 -0.020 0.001 0.020
0.157 0.000 -0.020 0.001 0.020
0.235 0.000 -0.020 0.001 0.020
0.313 0.000 -0.020 0.001 0.020
0.392 0.000 -0.020 0.001 0.020
0.470 0.000 -0.020 0.001 0.020
0.548 0.000 -0.020 0.001 0.020
0.627 0.000 -0.020 0.001 0.020
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File Date/Time
15
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 15 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.705 0.000 -0.020 0.001 0.020
0.783 0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.001 0.004
0.078 0.001 -0.003 0.001 0.004
0.157 0.001 -0.003 0.001 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.001 0.004
0.470 0.001 -0.003 0.001 0.004
0.548 0.001 -0.003 0.001 0.004 0.627 0.001 -0.003 0.001 0.004
0.705 0.001 -0.003 0.001 0.004
0.783 0.001 -0.003 0.001 0.004
21 1:LOAD CASE 0.000 0.000 -0.020 0.001 0.020
0.078 0.000 -0.020 0.001 0.020
0.157 0.000 -0.020 0.001 0.020
0.235 0.001 -0.020 0.001 0.020
0.313 0.001 -0.020 0.001 0.020
0.392 0.001 -0.020 0.001 0.020
0.470 0.001 -0.020 0.001 0.020
0.548 0.001 -0.020 0.001 0.020
0.627 0.001 -0.020 0.001 0.020
0.705 0.001 -0.020 0.001 0.020
0.783 0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.001 0.004
0.078 0.001 -0.003 0.001 0.004
0.157 0.001 -0.003 0.001 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.001 0.004
0.470 0.001 -0.003 0.001 0.004
0.548 0.001 -0.003 0.001 0.004
0.627 0.001 -0.003 0.001 0.004
0.705 0.001 -0.003 0.001 0.004
0.783 0.001 -0.003 0.001 0.004
22 1:LOAD CASE 0.000 0.001 -0.020 0.000 0.020
0.078 0.001 -0.020 0.000 0.020
0.157 0.001 -0.020 0.000 0.020
0.235 0.001 -0.020 0.000 0.020
0.313 0.001 -0.020 0.000 0.020
0.392 0.001 -0.020 0.000 0.020
0.470 0.001 -0.020 0.000 0.020
0.548 0.001 -0.020 0.000 0.020
0.627 0.001 -0.019 0.000 0.019
0.705 0.001 -0.019 0.000 0.019
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16
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 16 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.783 0.001 -0.019 0.000 0.019
2:LOAD CASE 0.000 0.001 -0.003 0.001 0.004
0.078 0.001 -0.003 0.001 0.004
0.157 0.001 -0.003 0.001 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.000 0.004
0.470 0.001 -0.003 0.000 0.004
0.548 0.001 -0.003 0.000 0.004
0.627 0.001 -0.003 0.000 0.004 0.705 0.001 -0.003 0.000 0.004
0.783 0.001 -0.003 0.000 0.004
23 1:LOAD CASE 0.000 0.001 -0.019 0.000 0.019
0.078 0.001 -0.019 0.000 0.019
0.157 0.001 -0.019 0.000 0.019
0.235 0.001 -0.019 0.000 0.020
0.313 0.001 -0.020 0.000 0.020
0.392 0.001 -0.020 0.000 0.020
0.470 0.001 -0.020 0.000 0.020
0.548 0.001 -0.020 0.000 0.020
0.627 0.001 -0.020 0.000 0.020
0.705 0.001 -0.020 0.000 0.020
0.783 0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.000 0.004
0.078 0.001 -0.003 0.000 0.004
0.157 0.001 -0.003 0.000 0.004
0.235 0.001 -0.003 0.000 0.004
0.313 0.001 -0.003 0.000 0.004
0.392 0.001 -0.003 0.000 0.004
0.470 0.001 -0.003 0.000 0.004
0.548 0.001 -0.003 0.000 0.004
0.627 0.001 -0.003 0.000 0.004
0.705 0.001 -0.003 -0.000 0.004
0.783 0.001 -0.003 -0.000 0.004
24 1:LOAD CASE 0.000 0.001 -0.020 0.000 0.020
0.078 0.001 -0.020 0.000 0.020
0.157 0.001 -0.020 0.000 0.020
0.235 0.001 -0.020 0.000 0.020
0.313 0.001 -0.020 0.000 0.020
0.392 0.001 -0.020 0.000 0.020
0.470 0.001 -0.020 0.000 0.020
0.548 0.001 -0.020 -0.000 0.020
0.627 0.001 -0.020 -0.000 0.020
0.705 0.001 -0.020 -0.000 0.020
0.783 0.001 -0.020 -0.000 0.020
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17
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 17 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
2:LOAD CASE 0.000 0.001 -0.003 -0.000 0.004
0.078 0.001 -0.003 -0.000 0.004
0.157 0.001 -0.003 -0.000 0.004
0.235 0.001 -0.003 -0.000 0.004
0.313 0.001 -0.003 -0.000 0.004
0.392 0.001 -0.003 -0.000 0.004
0.470 0.001 -0.003 -0.000 0.004
0.548 0.001 -0.003 -0.000 0.004
0.627 0.001 -0.003 -0.000 0.004
0.705 0.001 -0.003 -0.000 0.004 0.783 0.001 -0.003 -0.000 0.004
25 1:LOAD CASE 0.000 0.001 -0.020 -0.000 0.020
0.078 0.001 -0.020 -0.000 0.020
0.157 0.001 -0.020 -0.000 0.020
0.235 0.001 -0.020 -0.000 0.020
0.313 0.001 -0.020 -0.000 0.020
0.392 0.001 -0.020 -0.000 0.020
0.470 0.001 -0.020 -0.000 0.020
0.548 0.001 -0.020 -0.000 0.020
0.627 0.001 -0.020 -0.000 0.020
0.705 0.001 -0.020 -0.000 0.020
0.783 0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
0.078 0.001 -0.003 -0.001 0.004
0.157 0.001 -0.003 -0.001 0.004
0.235 0.001 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.001 -0.003 -0.001 0.004
0.548 0.001 -0.003 -0.001 0.004
0.627 0.001 -0.003 -0.001 0.004
0.705 0.001 -0.003 -0.001 0.004
0.783 0.001 -0.003 -0.001 0.004
26 1:LOAD CASE 0.000 0.001 -0.020 -0.000 0.020
0.078 0.001 -0.020 -0.000 0.020
0.157 0.001 -0.020 -0.000 0.020
0.235 0.001 -0.020 -0.000 0.020
0.313 0.001 -0.020 -0.000 0.020
0.392 0.001 -0.020 -0.000 0.020
0.470 0.001 -0.020 -0.000 0.020
0.548 0.001 -0.020 -0.000 0.020
0.627 0.001 -0.020 -0.000 0.020
0.705 0.001 -0.020 -0.000 0.020
0.783 0.001 -0.020 -0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
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18
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 18 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.078 0.001 -0.003 -0.001 0.004
0.157 0.001 -0.003 -0.001 0.004
0.235 0.001 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.001 -0.003 -0.001 0.004
0.548 0.001 -0.003 -0.001 0.004
0.627 0.001 -0.003 -0.001 0.004
0.705 0.001 -0.003 -0.001 0.004
0.783 0.001 -0.003 -0.001 0.00427 1:LOAD CASE 0.000 0.001 -0.020 -0.001 0.020
0.078 0.001 -0.020 -0.001 0.020
0.157 0.001 -0.020 -0.001 0.020
0.235 0.001 -0.020 -0.001 0.020
0.313 0.001 -0.020 -0.001 0.020
0.392 0.001 -0.020 -0.001 0.020
0.470 0.001 -0.020 -0.001 0.020
0.548 0.001 -0.020 -0.001 0.020
0.627 0.001 -0.020 -0.001 0.020
0.705 0.001 -0.020 -0.001 0.020
0.783 0.001 -0.020 -0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
0.078 0.001 -0.003 -0.002 0.004
0.157 0.001 -0.003 -0.002 0.004
0.235 0.001 -0.003 -0.002 0.004
0.313 0.001 -0.003 -0.002 0.004
0.392 0.001 -0.003 -0.002 0.004
0.470 0.000 -0.003 -0.002 0.004
0.548 0.000 -0.003 -0.002 0.004
0.627 0.000 -0.003 -0.002 0.004
0.705 0.000 -0.003 -0.002 0.004
0.783 0.000 -0.003 -0.002 0.004
28 1:LOAD CASE 0.000 0.001 -0.020 -0.001 0.020
0.078 0.000 -0.020 -0.001 0.020
0.157 0.000 -0.020 -0.001 0.020
0.235 0.000 -0.020 -0.001 0.020
0.313 0.000 -0.020 -0.001 0.020
0.392 0.000 -0.020 -0.001 0.020
0.470 0.000 -0.020 -0.001 0.020
0.548 0.000 -0.020 -0.001 0.020
0.627 0.000 -0.020 -0.001 0.020
0.705 0.000 -0.020 -0.001 0.020
0.783 0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 0.000 -0.003 -0.002 0.004
0.078 0.000 -0.003 -0.002 0.004
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19
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 19 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.157 0.000 -0.003 -0.002 0.004
0.235 0.000 -0.003 -0.002 0.004
0.313 0.000 -0.003 -0.002 0.004
0.392 0.000 -0.003 -0.002 0.004
0.470 0.000 -0.003 -0.002 0.004
0.548 0.000 -0.003 -0.002 0.004
0.627 -0.000 -0.003 -0.002 0.004
0.705 -0.000 -0.003 -0.002 0.004
0.783 -0.000 -0.003 -0.002 0.004
29 1:LOAD CASE 0.000 0.000 -0.020 -0.001 0.020 0.078 0.000 -0.020 -0.001 0.020
0.157 0.000 -0.020 -0.001 0.020
0.235 0.000 -0.020 -0.001 0.020
0.313 0.000 -0.020 -0.001 0.020
0.392 0.000 -0.020 -0.001 0.020
0.470 0.000 -0.020 -0.001 0.020
0.548 0.000 -0.020 -0.001 0.020
0.627 0.000 -0.020 -0.001 0.020
0.705 0.000 -0.020 -0.001 0.020
0.783 0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 -0.000 -0.003 -0.002 0.004
0.078 -0.000 -0.003 -0.002 0.004
0.157 -0.000 -0.003 -0.002 0.004
0.235 -0.000 -0.003 -0.002 0.004
0.313 -0.000 -0.003 -0.002 0.004
0.392 -0.000 -0.003 -0.002 0.004
0.470 -0.000 -0.003 -0.002 0.004
0.548 -0.000 -0.003 -0.002 0.004
0.627 -0.000 -0.003 -0.002 0.004
0.705 -0.001 -0.003 -0.002 0.004
0.783 -0.001 -0.003 -0.002 0.004
30 1:LOAD CASE 0.000 0.000 -0.020 -0.001 0.020
0.078 0.000 -0.020 -0.001 0.020
0.157 0.000 -0.020 -0.001 0.020
0.235 0.000 -0.020 -0.001 0.020
0.313 0.000 -0.020 -0.001 0.020
0.392 -0.000 -0.020 -0.001 0.020
0.470 -0.000 -0.020 -0.001 0.020
0.548 -0.000 -0.020 -0.001 0.020
0.627 -0.000 -0.020 -0.001 0.020
0.705 -0.000 -0.020 -0.001 0.020
0.783 -0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.002 0.004
0.078 -0.001 -0.003 -0.002 0.004
0.157 -0.001 -0.003 -0.002 0.004
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File Date/Time
20
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 20 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.235 -0.001 -0.003 -0.002 0.004
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.001 0.004
0.548 -0.001 -0.003 -0.001 0.004
0.627 -0.001 -0.003 -0.001 0.004
0.705 -0.001 -0.003 -0.001 0.004
0.783 -0.001 -0.003 -0.001 0.004
31 1:LOAD CASE 0.000 -0.000 -0.020 -0.001 0.020
0.078 -0.000 -0.020 -0.001 0.020 0.157 -0.000 -0.020 -0.001 0.020
0.235 -0.000 -0.020 -0.001 0.020
0.313 -0.000 -0.020 -0.001 0.020
0.392 -0.000 -0.020 -0.001 0.020
0.470 -0.000 -0.020 -0.001 0.020
0.548 -0.000 -0.020 -0.001 0.020
0.627 -0.000 -0.020 -0.001 0.020
0.705 -0.000 -0.020 -0.001 0.020
0.783 -0.000 -0.020 -0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.001 0.004
0.078 -0.001 -0.003 -0.001 0.004
0.157 -0.001 -0.003 -0.001 0.004
0.235 -0.001 -0.003 -0.001 0.004
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.001 0.004
0.548 -0.001 -0.003 -0.001 0.004
0.627 -0.001 -0.003 -0.001 0.004
0.705 -0.001 -0.003 -0.001 0.004
0.783 -0.001 -0.003 -0.001 0.004
32 1:LOAD CASE 0.000 -0.000 -0.020 -0.001 0.020
0.078 -0.000 -0.020 -0.001 0.020
0.157 -0.000 -0.020 -0.001 0.020
0.235 -0.000 -0.020 -0.001 0.020
0.313 -0.000 -0.020 -0.001 0.020
0.392 -0.000 -0.020 -0.001 0.020
0.470 -0.000 -0.020 -0.001 0.020
0.548 -0.000 -0.020 -0.001 0.020
0.627 -0.000 -0.020 -0.001 0.020
0.705 -0.001 -0.020 -0.001 0.020
0.783 -0.001 -0.020 -0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.001 0.004
0.078 -0.001 -0.003 -0.001 0.004
0.157 -0.001 -0.003 -0.001 0.004
0.235 -0.001 -0.003 -0.001 0.004
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File Date/Time
21
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 21 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.313 -0.001 -0.003 -0.001 0.004
0.392 -0.001 -0.003 -0.001 0.004
0.470 -0.001 -0.003 -0.001 0.004
0.548 -0.001 -0.003 -0.001 0.004
0.627 -0.001 -0.003 -0.001 0.004
0.705 -0.001 -0.003 -0.001 0.004
0.783 -0.001 -0.003 -0.001 0.004
33 1:LOAD CASE 0.000 -0.001 -0.020 -0.001 0.020
0.078 -0.001 -0.020 -0.001 0.020
0.157 -0.001 -0.020 -0.001 0.020 0.235 -0.001 -0.020 -0.001 0.020
0.313 -0.001 -0.020 -0.001 0.020
0.392 -0.001 -0.020 -0.001 0.020
0.470 -0.001 -0.020 -0.001 0.020
0.548 -0.001 -0.020 -0.001 0.020
0.627 -0.001 -0.020 -0.000 0.020
0.705 -0.001 -0.020 -0.000 0.020
0.783 -0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 -0.001 -0.003 -0.001 0.004
0.078 -0.002 -0.003 -0.001 0.004
0.157 -0.002 -0.003 -0.001 0.004
0.235 -0.002 -0.003 -0.001 0.004
0.313 -0.002 -0.003 -0.001 0.004
0.392 -0.002 -0.003 -0.001 0.004
0.470 -0.002 -0.003 -0.000 0.004
0.548 -0.002 -0.003 -0.000 0.004
0.627 -0.002 -0.003 -0.000 0.004
0.705 -0.002 -0.003 -0.000 0.004
0.783 -0.002 -0.003 -0.000 0.004
34 1:LOAD CASE 0.000 -0.001 -0.020 -0.000 0.020
0.078 -0.001 -0.020 -0.000 0.020
0.157 -0.001 -0.020 -0.000 0.020
0.235 -0.001 -0.020 -0.000 0.020
0.313 -0.001 -0.020 -0.000 0.020
0.392 -0.001 -0.020 -0.000 0.020
0.470 -0.001 -0.020 -0.000 0.020
0.548 -0.001 -0.020 -0.000 0.020
0.627 -0.001 -0.020 -0.000 0.020
0.705 -0.001 -0.020 -0.000 0.020
0.783 -0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 -0.002 -0.003 -0.000 0.004
0.078 -0.002 -0.003 -0.000 0.004
0.157 -0.002 -0.003 -0.000 0.004
0.235 -0.002 -0.003 -0.000 0.004
0.313 -0.002 -0.003 -0.000 0.004
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22
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 22 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.392 -0.002 -0.003 -0.000 0.004
0.470 -0.002 -0.003 -0.000 0.004
0.548 -0.002 -0.003 -0.000 0.004
0.627 -0.002 -0.003 0.000 0.004
0.705 -0.002 -0.003 0.000 0.004
0.783 -0.002 -0.003 0.000 0.004
35 1:LOAD CASE 0.000 -0.001 -0.020 -0.000 0.020
0.078 -0.001 -0.020 -0.000 0.020
0.157 -0.001 -0.020 -0.000 0.020
0.235 -0.001 -0.020 -0.000 0.020 0.313 -0.001 -0.020 -0.000 0.020
0.392 -0.001 -0.020 -0.000 0.020
0.470 -0.001 -0.020 -0.000 0.020
0.548 -0.001 -0.020 -0.000 0.020
0.627 -0.001 -0.020 -0.000 0.020
0.705 -0.001 -0.020 -0.000 0.020
0.783 -0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 -0.002 -0.003 0.000 0.004
0.078 -0.002 -0.003 0.000 0.004
0.157 -0.002 -0.003 0.000 0.004
0.235 -0.002 -0.003 0.000 0.004
0.313 -0.002 -0.003 0.000 0.004
0.392 -0.002 -0.003 0.000 0.004
0.470 -0.002 -0.003 0.000 0.004
0.548 -0.002 -0.003 0.000 0.004
0.627 -0.002 -0.003 0.000 0.004
0.705 -0.002 -0.003 0.001 0.004
0.783 -0.002 -0.003 0.001 0.004
36 1:LOAD CASE 0.000 -0.001 -0.020 -0.000 0.020
0.078 -0.001 -0.020 -0.000 0.020
0.157 -0.001 -0.020 -0.000 0.020
0.235 -0.001 -0.020 -0.000 0.020
0.313 -0.001 -0.020 0.000 0.020
0.392 -0.001 -0.020 0.000 0.020
0.470 -0.001 -0.020 0.000 0.020
0.548 -0.001 -0.020 0.000 0.020
0.627 -0.001 -0.020 0.000 0.020
0.705 -0.001 -0.020 0.000 0.020
0.783 -0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 -0.002 -0.003 0.001 0.004
0.078 -0.002 -0.003 0.001 0.004
0.157 -0.002 -0.003 0.001 0.004
0.235 -0.002 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004
0.392 -0.001 -0.003 0.001 0.004
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23
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 23 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.470 -0.001 -0.003 0.001 0.004
0.548 -0.001 -0.003 0.001 0.004
0.627 -0.001 -0.003 0.001 0.004
0.705 -0.001 -0.003 0.001 0.004
0.783 -0.001 -0.003 0.001 0.004
37 1:LOAD CASE 0.000 -0.001 -0.020 0.000 0.020
0.078 -0.001 -0.020 0.000 0.020
0.157 -0.001 -0.020 0.000 0.020
0.235 -0.001 -0.020 0.000 0.020
0.313 -0.001 -0.020 0.000 0.020 0.392 -0.001 -0.020 0.000 0.020
0.470 -0.001 -0.020 0.000 0.020
0.548 -0.001 -0.020 0.000 0.020
0.627 -0.001 -0.020 0.000 0.020
0.705 -0.001 -0.020 0.000 0.020
0.783 -0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.078 -0.001 -0.003 0.001 0.004
0.157 -0.001 -0.003 0.001 0.004
0.235 -0.001 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004
0.392 -0.001 -0.003 0.001 0.004
0.470 -0.001 -0.003 0.001 0.004
0.548 -0.001 -0.003 0.001 0.004
0.627 -0.001 -0.003 0.001 0.004
0.705 -0.001 -0.003 0.001 0.004
0.783 -0.001 -0.003 0.001 0.004
38 1:LOAD CASE 0.000 -0.001 -0.020 0.000 0.020
0.078 -0.001 -0.020 0.000 0.020
0.157 -0.001 -0.020 0.000 0.020
0.235 -0.001 -0.020 0.000 0.020
0.313 -0.001 -0.020 0.000 0.020
0.392 -0.001 -0.020 0.000 0.020
0.470 -0.001 -0.020 0.000 0.020
0.548 -0.001 -0.020 0.000 0.020
0.627 -0.001 -0.020 0.000 0.020
0.705 -0.001 -0.020 0.000 0.020
0.783 -0.001 -0.020 0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.078 -0.001 -0.003 0.001 0.004
0.157 -0.001 -0.003 0.001 0.004
0.235 -0.001 -0.003 0.001 0.004
0.313 -0.001 -0.003 0.001 0.004
0.392 -0.001 -0.003 0.001 0.004
0.470 -0.001 -0.003 0.001 0.004
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24
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 24 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.548 -0.001 -0.003 0.001 0.004
0.627 -0.001 -0.003 0.001 0.004
0.705 -0.001 -0.003 0.001 0.004
0.783 -0.001 -0.003 0.001 0.004
39 1:LOAD CASE 0.000 -0.001 -0.020 0.001 0.020
0.078 -0.001 -0.020 0.001 0.020
0.157 -0.001 -0.020 0.001 0.020
0.235 -0.001 -0.020 0.001 0.020
0.313 -0.001 -0.020 0.001 0.020
0.392 -0.001 -0.020 0.001 0.020 0.470 -0.001 -0.020 0.001 0.020
0.548 -0.001 -0.020 0.001 0.020
0.627 -0.001 -0.020 0.001 0.020
0.705 -0.001 -0.020 0.001 0.020
0.783 -0.001 -0.020 0.001 0.020
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.078 -0.001 -0.003 0.002 0.004
0.157 -0.001 -0.003 0.002 0.004
0.235 -0.001 -0.003 0.002 0.004
0.313 -0.001 -0.003 0.002 0.004
0.392 -0.001 -0.003 0.002 0.004
0.470 -0.000 -0.003 0.002 0.004
0.548 -0.000 -0.003 0.002 0.004
0.627 -0.000 -0.003 0.002 0.004
0.705 -0.000 -0.003 0.002 0.004
0.783 -0.000 -0.003 0.002 0.004
40 1:LOAD CASE 0.000 -0.001 -0.020 0.001 0.020
0.078 -0.000 -0.020 0.001 0.020
0.157 -0.000 -0.020 0.001 0.020
0.235 -0.000 -0.020 0.001 0.020
0.313 -0.000 -0.020 0.001 0.020
0.392 -0.000 -0.020 0.001 0.020
0.470 -0.000 -0.020 0.001 0.020
0.548 -0.000 -0.020 0.001 0.020
0.627 -0.000 -0.020 0.001 0.020
0.705 -0.000 -0.020 0.001 0.020
0.783 -0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 -0.000 -0.003 0.002 0.004
0.078 -0.000 -0.003 0.002 0.004
0.157 -0.000 -0.003 0.002 0.004
0.235 -0.000 -0.003 0.002 0.004
0.313 -0.000 -0.003 0.002 0.004
0.392 -0.000 -0.003 0.002 0.004
0.470 -0.000 -0.003 0.002 0.004
0.548 -0.000 -0.003 0.002 0.004
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25
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 25 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.627 0.000 -0.003 0.002 0.004
0.705 0.000 -0.003 0.002 0.004
0.783 0.000 -0.003 0.002 0.004
41 1:LOAD CASE 0.000 -0.000 -0.020 0.001 0.020
0.078 -0.000 -0.020 0.001 0.020
0.157 -0.000 -0.020 0.001 0.020
0.235 -0.000 -0.020 0.001 0.020
0.313 -0.000 -0.020 0.001 0.020
0.392 -0.000 -0.020 0.001 0.020
0.470 -0.000 -0.020 0.001 0.020 0.548 -0.000 -0.020 0.001 0.020
0.627 -0.000 -0.020 0.001 0.020
0.705 -0.000 -0.020 0.001 0.020
0.783 -0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 0.000 -0.003 0.002 0.004
0.078 0.000 -0.003 0.002 0.004
0.157 0.000 -0.003 0.002 0.004
0.235 0.000 -0.003 0.002 0.004
0.313 0.000 -0.003 0.002 0.004
0.392 0.000 -0.003 0.002 0.004
0.470 0.000 -0.003 0.002 0.004
0.548 0.000 -0.003 0.002 0.004
0.627 0.000 -0.003 0.002 0.004
0.705 0.001 -0.003 0.002 0.004
0.783 0.001 -0.003 0.002 0.004
42 1:LOAD CASE 0.000 -0.000 -0.020 0.001 0.020
0.078 -0.000 -0.020 0.001 0.020
0.157 -0.000 -0.020 0.001 0.020
0.235 -0.000 -0.020 0.001 0.020
0.313 -0.000 -0.020 0.001 0.020
0.392 0.000 -0.020 0.001 0.020
0.470 0.000 -0.020 0.001 0.020
0.548 0.000 -0.020 0.001 0.020
0.627 0.000 -0.020 0.001 0.020
0.705 0.000 -0.020 0.001 0.020
0.783 0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.002 0.004
0.078 0.001 -0.003 0.002 0.004
0.157 0.001 -0.003 0.002 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.001 0.004
0.470 0.001 -0.003 0.001 0.004
0.548 0.001 -0.003 0.001 0.004
0.627 0.001 -0.003 0.001 0.004
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27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 26 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.705 0.001 -0.003 0.001 0.004
0.783 0.001 -0.003 0.001 0.004
43 1:LOAD CASE 0.000 0.000 -0.020 0.001 0.020
0.078 0.000 -0.020 0.001 0.020
0.157 0.000 -0.020 0.001 0.020
0.235 0.000 -0.020 0.001 0.020
0.313 0.000 -0.020 0.001 0.020
0.392 0.000 -0.020 0.001 0.020
0.470 0.000 -0.020 0.001 0.020
0.548 0.000 -0.020 0.001 0.020 0.627 0.000 -0.020 0.001 0.020
0.705 0.000 -0.020 0.001 0.020
0.783 0.000 -0.020 0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.001 0.004
0.078 0.001 -0.003 0.001 0.004
0.157 0.001 -0.003 0.001 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.001 0.004
0.470 0.001 -0.003 0.001 0.004
0.548 0.001 -0.003 0.001 0.004
0.627 0.001 -0.003 0.001 0.004
0.705 0.001 -0.003 0.001 0.004
0.783 0.001 -0.003 0.001 0.004
44 1:LOAD CASE 0.000 0.000 -0.020 0.001 0.020
0.078 0.000 -0.020 0.001 0.020
0.157 0.000 -0.020 0.001 0.020
0.235 0.000 -0.020 0.001 0.020
0.313 0.000 -0.020 0.001 0.020
0.392 0.000 -0.020 0.001 0.020
0.470 0.000 -0.020 0.001 0.020
0.548 0.000 -0.020 0.001 0.020
0.627 0.000 -0.020 0.001 0.020
0.705 0.001 -0.020 0.001 0.020
0.783 0.001 -0.020 0.001 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.001 0.004
0.078 0.001 -0.003 0.001 0.004
0.157 0.001 -0.003 0.001 0.004
0.235 0.001 -0.003 0.001 0.004
0.313 0.001 -0.003 0.001 0.004
0.392 0.001 -0.003 0.001 0.004
0.470 0.001 -0.003 0.001 0.004
0.548 0.001 -0.003 0.001 0.004
0.627 0.001 -0.003 0.001 0.004
0.705 0.001 -0.003 0.001 0.004
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27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 27 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.783 0.001 -0.003 0.001 0.004
45 1:LOAD CASE 0.000 0.001 -0.020 0.001 0.020
0.078 0.001 -0.020 0.001 0.020
0.157 0.001 -0.020 0.001 0.020
0.235 0.001 -0.020 0.001 0.020
0.313 0.001 -0.020 0.001 0.020
0.392 0.001 -0.020 0.001 0.020
0.470 0.001 -0.020 0.001 0.020
0.548 0.001 -0.020 0.001 0.020
0.627 0.001 -0.020 0.000 0.020 0.705 0.001 -0.020 0.000 0.020
0.783 0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 0.001 -0.003 0.001 0.004
0.078 0.002 -0.003 0.001 0.004
0.157 0.002 -0.003 0.001 0.004
0.235 0.002 -0.003 0.001 0.004
0.313 0.002 -0.003 0.001 0.004
0.392 0.002 -0.003 0.001 0.004
0.470 0.002 -0.003 0.000 0.004
0.548 0.002 -0.003 0.000 0.004
0.627 0.002 -0.003 0.000 0.004
0.705 0.002 -0.003 0.000 0.004
0.783 0.002 -0.003 0.000 0.004
46 1:LOAD CASE 0.000 0.001 -0.020 0.000 0.020
0.078 0.001 -0.020 0.000 0.020
0.157 0.001 -0.020 0.000 0.020
0.235 0.001 -0.020 0.000 0.020
0.313 0.001 -0.020 0.000 0.020
0.392 0.001 -0.020 0.000 0.020
0.470 0.001 -0.020 0.000 0.020
0.548 0.001 -0.020 0.000 0.020
0.627 0.001 -0.020 0.000 0.020
0.705 0.001 -0.020 0.000 0.020
0.783 0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 0.002 -0.003 0.000 0.004
0.078 0.002 -0.003 0.000 0.004
0.157 0.002 -0.003 0.000 0.004
0.235 0.002 -0.003 0.000 0.004
0.313 0.002 -0.003 0.000 0.004
0.392 0.002 -0.003 0.000 0.004
0.470 0.002 -0.003 0.000 0.004
0.548 0.002 -0.003 0.000 0.004
0.627 0.002 -0.003 -0.000 0.004
0.705 0.002 -0.003 -0.000 0.004
0.783 0.002 -0.003 -0.000 0.004
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27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 28 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
47 1:LOAD CASE 0.000 0.001 -0.020 0.000 0.020
0.078 0.001 -0.020 0.000 0.020
0.157 0.001 -0.020 0.000 0.020
0.235 0.001 -0.020 0.000 0.020
0.313 0.001 -0.020 0.000 0.020
0.392 0.001 -0.020 0.000 0.020
0.470 0.001 -0.020 0.000 0.020
0.548 0.001 -0.020 0.000 0.020
0.627 0.001 -0.020 0.000 0.020
0.705 0.001 -0.020 0.000 0.020 0.783 0.001 -0.020 0.000 0.020
2:LOAD CASE 0.000 0.002 -0.003 -0.000 0.004
0.078 0.002 -0.003 -0.000 0.004
0.157 0.002 -0.003 -0.000 0.004
0.235 0.002 -0.003 -0.000 0.004
0.313 0.002 -0.003 -0.000 0.004
0.392 0.002 -0.003 -0.000 0.004
0.470 0.002 -0.003 -0.000 0.004
0.548 0.002 -0.003 -0.000 0.004
0.627 0.002 -0.003 -0.000 0.004
0.705 0.002 -0.003 -0.001 0.004
0.783 0.002 -0.003 -0.001 0.004
48 1:LOAD CASE 0.000 0.001 -0.020 0.000 0.020
0.078 0.001 -0.020 0.000 0.020
0.157 0.001 -0.020 0.000 0.020
0.235 0.001 -0.020 0.000 0.020
0.313 0.001 -0.020 0.000 0.020
0.392 0.001 -0.020 -0.000 0.020
0.470 0.001 -0.020 -0.000 0.020
0.548 0.001 -0.020 -0.000 0.020
0.627 0.001 -0.020 -0.000 0.020
0.705 0.001 -0.020 -0.000 0.020
0.783 0.001 -0.020 -0.000 0.020
2:LOAD CASE 0.000 0.002 -0.003 -0.001 0.004
0.078 0.002 -0.003 -0.001 0.004
0.157 0.002 -0.003 -0.001 0.004
0.235 0.002 -0.003 -0.001 0.004
0.313 0.001 -0.003 -0.001 0.004
0.392 0.001 -0.003 -0.001 0.004
0.470 0.001 -0.003 -0.001 0.004
0.548 0.001 -0.003 -0.001 0.004
0.627 0.001 -0.003 -0.001 0.004
0.705 0.001 -0.003 -0.001 0.004
0.783 0.001 -0.003 -0.001 0.004
97 1:LOAD CASE 0.000 -0.001 -0.019 -0.000 0.019
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27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 29 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.400 -0.001 -0.019 -0.000 0.019
0.800 -0.001 -0.018 -0.000 0.018
1.200 -0.000 -0.018 -0.000 0.018
1.600 -0.000 -0.017 -0.000 0.017
2.000 -0.000 -0.017 -0.000 0.017
2.400 0.000 -0.016 -0.000 0.016
2.800 0.000 -0.016 -0.000 0.016
3.200 0.000 -0.015 -0.000 0.015
3.600 0.000 -0.015 -0.000 0.015
4.000 -0.000 -0.014 -0.000 0.0142:LOAD CASE 0.000 -0.001 -0.003 -0.000 0.004
0.400 -0.001 -0.003 0.000 0.003
0.800 -0.001 -0.003 0.000 0.003
1.200 -0.001 -0.003 0.001 0.003
1.600 -0.001 -0.003 0.001 0.003
2.000 -0.001 -0.003 0.001 0.003
2.400 -0.001 -0.003 0.001 0.003
2.800 -0.001 -0.003 0.000 0.003
3.200 -0.000 -0.002 0.000 0.002
3.600 -0.000 -0.002 0.000 0.002
4.000 -0.000 -0.002 -0.000 0.002
98 1:LOAD CASE 0.000 -0.000 -0.014 -0.000 0.014
0.400 -0.000 -0.013 0.000 0.013
0.800 -0.000 -0.013 0.000 0.013
1.200 -0.000 -0.012 0.000 0.012
1.600 -0.000 -0.012 0.000 0.012
2.000 0.000 -0.011 -0.000 0.011
2.400 0.000 -0.010 -0.000 0.010
2.800 0.000 -0.010 -0.000 0.010
3.200 0.000 -0.009 -0.000 0.009
3.600 0.000 -0.008 -0.000 0.008
4.000 -0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 -0.000 -0.002 -0.000 0.002
0.400 -0.000 -0.002 -0.000 0.002
0.800 0.000 -0.002 -0.000 0.002
1.200 0.000 -0.002 -0.000 0.002
1.600 0.000 -0.002 -0.000 0.002
2.000 0.000 -0.002 -0.000 0.002
2.400 0.000 -0.002 -0.000 0.002
2.800 0.000 -0.001 -0.000 0.001
3.200 0.000 -0.001 -0.000 0.001
3.600 0.000 -0.001 -0.000 0.001
4.000 -0.000 -0.001 0.000 0.001
99 1:LOAD CASE 0.000 -0.000 -0.008 0.000 0.008
0.400 -0.000 -0.007 0.000 0.007
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27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 30 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.800 -0.000 -0.006 0.001 0.006
1.200 -0.000 -0.005 0.001 0.005
1.600 -0.000 -0.005 0.001 0.005
2.000 -0.000 -0.004 0.001 0.004
2.400 -0.000 -0.003 0.000 0.003
2.800 -0.000 -0.002 0.000 0.002
3.200 -0.000 -0.002 0.000 0.002
3.600 -0.000 -0.001 0.000 0.001
4.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 -0.000 -0.001 0.000 0.001 0.400 -0.000 -0.001 0.000 0.001
0.800 -0.000 -0.001 0.000 0.001
1.200 -0.000 -0.001 0.000 0.001
1.600 -0.000 -0.001 0.000 0.001
2.000 -0.000 -0.001 0.000 0.001
2.400 -0.000 -0.000 0.000 0.000
2.800 -0.000 -0.000 0.000 0.000
3.200 -0.000 -0.000 0.000 0.000
3.600 -0.000 -0.000 0.000 0.000
4.000 0.000 0.000 0.000 0.000
101 1:LOAD CASE 0.000 -0.000 -0.014 -0.000 0.014
0.300 -0.000 -0.014 -0.000 0.014
0.600 -0.000 -0.015 -0.000 0.015
0.900 -0.000 -0.016 -0.000 0.016
1.200 -0.000 -0.016 -0.000 0.016
1.500 -0.000 -0.016 0.000 0.016
1.800 -0.000 -0.016 0.000 0.016
2.100 -0.000 -0.016 0.000 0.016
2.400 -0.000 -0.015 0.000 0.015
2.700 -0.000 -0.014 0.000 0.014
3.000 -0.000 -0.014 0.000 0.014
2:LOAD CASE 0.000 -0.000 -0.002 -0.000 0.002
0.300 -0.000 -0.002 -0.000 0.002
0.600 -0.000 -0.002 -0.000 0.002
0.900 -0.000 -0.002 0.000 0.002
1.200 -0.000 -0.002 0.000 0.002
1.500 -0.000 -0.002 0.000 0.002
1.800 -0.000 -0.002 0.000 0.002
2.100 -0.000 -0.002 0.000 0.002
2.400 -0.000 -0.002 0.000 0.002
2.700 -0.000 -0.002 0.000 0.002
3.000 -0.000 -0.002 0.000 0.002
102 1:LOAD CASE 0.000 -0.000 -0.008 0.000 0.008
0.300 -0.000 -0.008 0.000 0.008
0.600 -0.000 -0.009 0.000 0.009
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Print Time/Date: 27/09/2015 18:01 Print Run 31 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.900 -0.000 -0.009 0.000 0.009
1.200 -0.000 -0.010 0.000 0.010
1.500 0.000 -0.010 0.000 0.010
1.800 -0.000 -0.010 0.000 0.010
2.100 0.000 -0.009 0.000 0.009
2.400 0.000 -0.009 0.000 0.009
2.700 0.000 -0.008 0.000 0.008
3.000 0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 -0.000 -0.001 0.000 0.001
0.300 -0.000 -0.001 0.000 0.001 0.600 -0.000 -0.001 0.000 0.001
0.900 -0.000 -0.001 0.000 0.001
1.200 -0.000 -0.001 0.000 0.001
1.500 0.000 -0.001 0.000 0.001
1.800 -0.000 -0.001 0.000 0.001
2.100 -0.000 -0.001 0.000 0.001
2.400 -0.000 -0.001 0.000 0.001
2.700 -0.000 -0.001 0.000 0.001
3.000 -0.000 -0.001 0.000 0.001
104 1:LOAD CASE 0.000 -0.001 -0.019 0.000 0.019
0.400 -0.000 -0.019 0.000 0.019
0.800 -0.000 -0.018 0.000 0.018
1.200 -0.000 -0.018 0.000 0.018
1.600 -0.000 -0.017 0.000 0.017
2.000 -0.000 -0.017 -0.000 0.017
2.400 -0.000 -0.016 -0.000 0.016
2.800 -0.000 -0.016 -0.000 0.016
3.200 -0.000 -0.015 -0.000 0.015
3.600 -0.000 -0.015 -0.000 0.015
4.000 -0.000 -0.014 0.000 0.014
2:LOAD CASE 0.000 -0.001 -0.003 0.001 0.004
0.400 -0.001 -0.003 0.001 0.003
0.800 -0.000 -0.003 0.001 0.003
1.200 -0.000 -0.003 0.001 0.003
1.600 0.000 -0.003 0.001 0.003
2.000 0.000 -0.003 0.001 0.003
2.400 0.000 -0.003 0.001 0.003
2.800 0.000 -0.003 0.001 0.003
3.200 0.000 -0.002 0.000 0.002
3.600 -0.000 -0.002 0.000 0.002
4.000 -0.000 -0.002 0.000 0.002
105 1:LOAD CASE 0.000 -0.000 -0.014 0.000 0.014
0.400 0.000 -0.013 0.000 0.013
0.800 0.000 -0.013 0.000 0.013
1.200 0.000 -0.012 0.000 0.012
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
1.600 0.000 -0.012 0.000 0.012
2.000 -0.000 -0.011 -0.000 0.011
2.400 -0.000 -0.010 -0.000 0.010
2.800 -0.000 -0.010 -0.000 0.010
3.200 -0.000 -0.009 -0.000 0.009
3.600 -0.000 -0.008 -0.000 0.008
4.000 0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 -0.000 -0.002 0.000 0.002
0.400 -0.000 -0.002 -0.000 0.002
0.800 -0.000 -0.002 -0.000 0.002 1.200 -0.000 -0.002 -0.000 0.002
1.600 -0.000 -0.002 -0.000 0.002
2.000 -0.000 -0.002 -0.000 0.002
2.400 -0.000 -0.002 -0.000 0.002
2.800 -0.000 -0.001 -0.000 0.001
3.200 -0.000 -0.001 -0.000 0.001
3.600 -0.000 -0.001 -0.000 0.001
4.000 -0.000 -0.001 0.000 0.001
106 1:LOAD CASE 0.000 0.000 -0.008 0.000 0.008
0.400 0.000 -0.007 0.000 0.007
0.800 0.000 -0.006 0.001 0.006
1.200 0.000 -0.005 0.001 0.005
1.600 0.000 -0.005 0.001 0.005
2.000 0.000 -0.004 0.001 0.004
2.400 0.000 -0.003 0.000 0.003
2.800 0.000 -0.002 0.000 0.002
3.200 0.000 -0.002 0.000 0.002
3.600 0.000 -0.001 0.000 0.001
4.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 -0.000 -0.001 0.000 0.001
0.400 0.000 -0.001 0.000 0.001
0.800 0.000 -0.001 0.000 0.001
1.200 0.000 -0.001 0.000 0.001
1.600 0.000 -0.001 0.000 0.001
2.000 0.000 -0.001 0.000 0.001
2.400 0.000 -0.000 0.000 0.000
2.800 0.000 -0.000 0.000 0.000
3.200 0.000 -0.000 0.000 0.000
3.600 0.000 -0.000 0.000 0.000
4.000 0.000 0.000 0.000 0.000
108 1:LOAD CASE 0.000 -0.000 -0.014 0.000 0.014
0.300 -0.000 -0.014 0.000 0.014
0.600 -0.000 -0.015 0.000 0.015
0.900 -0.000 -0.016 0.000 0.016
1.200 -0.000 -0.016 0.000 0.016
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Print Time/Date: 27/09/2015 18:01 Print Run 33 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
1.500 -0.000 -0.016 0.000 0.016
1.800 -0.000 -0.016 0.000 0.016
2.100 -0.000 -0.016 0.000 0.016
2.400 -0.000 -0.015 0.000 0.015
2.700 -0.000 -0.014 0.000 0.014
3.000 -0.000 -0.014 0.000 0.014
2:LOAD CASE 0.000 -0.000 -0.002 0.000 0.002
0.300 -0.000 -0.002 0.000 0.002
0.600 -0.000 -0.002 0.000 0.002
0.900 -0.000 -0.002 0.000 0.002 1.200 -0.000 -0.002 0.000 0.002
1.500 -0.000 -0.002 0.000 0.002
1.800 -0.000 -0.002 0.000 0.002
2.100 -0.000 -0.002 0.000 0.002
2.400 -0.000 -0.002 0.000 0.002
2.700 0.000 -0.002 0.000 0.002
3.000 0.000 -0.002 0.000 0.002
109 1:LOAD CASE 0.000 0.000 -0.008 0.000 0.008
0.300 0.000 -0.008 0.000 0.008
0.600 0.000 -0.009 0.000 0.009
0.900 0.000 -0.009 0.000 0.009
1.200 0.000 -0.010 0.000 0.010
1.500 0.000 -0.010 0.000 0.010
1.800 0.000 -0.010 0.000 0.010
2.100 0.000 -0.009 0.000 0.009
2.400 0.000 -0.009 0.000 0.009
2.700 0.000 -0.008 0.000 0.008
3.000 0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 -0.000 -0.001 0.000 0.001
0.300 -0.000 -0.001 0.000 0.001
0.600 -0.000 -0.001 -0.000 0.001
0.900 -0.000 -0.001 0.000 0.001
1.200 -0.000 -0.001 0.000 0.001
1.500 -0.000 -0.001 -0.000 0.001
1.800 -0.000 -0.001 0.000 0.001
2.100 -0.000 -0.001 0.000 0.001
2.400 -0.000 -0.001 0.000 0.001
2.700 -0.000 -0.001 0.000 0.001
3.000 -0.000 -0.001 0.000 0.001
111 1:LOAD CASE 0.000 0.000 -0.019 0.001 0.019
0.400 0.000 -0.019 0.001 0.019
0.800 0.000 -0.018 0.001 0.018
1.200 0.000 -0.018 0.000 0.018
1.600 -0.000 -0.017 0.000 0.017
2.000 -0.000 -0.017 0.000 0.017
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
2.400 -0.000 -0.016 0.000 0.016
2.800 -0.000 -0.016 0.000 0.016
3.200 -0.000 -0.015 0.000 0.015
3.600 -0.000 -0.015 0.000 0.015
4.000 -0.000 -0.014 0.000 0.014
2:LOAD CASE 0.000 0.000 -0.003 0.001 0.004
0.400 0.001 -0.003 0.001 0.003
0.800 0.001 -0.003 0.001 0.003
1.200 0.001 -0.003 0.001 0.003
1.600 0.001 -0.003 0.001 0.003 2.000 0.001 -0.003 0.000 0.003
2.400 0.001 -0.003 0.000 0.003
2.800 0.001 -0.003 0.000 0.003
3.200 0.000 -0.002 0.000 0.002
3.600 0.000 -0.002 0.000 0.002
4.000 0.000 -0.002 0.000 0.002
112 1:LOAD CASE 0.000 -0.000 -0.014 0.000 0.014
0.400 0.000 -0.013 0.000 0.013
0.800 0.000 -0.013 0.000 0.013
1.200 0.000 -0.012 0.000 0.012
1.600 0.000 -0.012 0.000 0.012
2.000 -0.000 -0.011 0.000 0.011
2.400 -0.000 -0.010 0.000 0.010
2.800 -0.000 -0.010 0.000 0.010
3.200 -0.000 -0.009 0.000 0.009
3.600 -0.000 -0.008 0.000 0.008
4.000 0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 0.000 -0.002 0.000 0.002
0.400 -0.000 -0.002 0.000 0.002
0.800 -0.000 -0.002 0.000 0.002
1.200 -0.000 -0.002 0.000 0.002
1.600 -0.000 -0.002 0.000 0.002
2.000 -0.000 -0.002 0.000 0.002
2.400 -0.000 -0.002 0.000 0.002
2.800 -0.000 -0.001 0.000 0.001
3.200 -0.000 -0.001 0.000 0.001
3.600 -0.000 -0.001 0.000 0.001
4.000 -0.000 -0.001 0.000 0.001
113 1:LOAD CASE 0.000 0.000 -0.008 0.000 0.008
0.400 0.000 -0.007 0.000 0.007
0.800 0.001 -0.006 0.000 0.006
1.200 0.001 -0.005 0.000 0.005
1.600 0.001 -0.005 0.000 0.005
2.000 0.001 -0.004 0.000 0.004
2.400 0.000 -0.003 0.000 0.003
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
2.800 0.000 -0.002 0.000 0.002
3.200 0.000 -0.002 0.000 0.002
3.600 0.000 -0.001 0.000 0.001
4.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 -0.000 -0.001 0.000 0.001
0.400 0.000 -0.001 0.000 0.001
0.800 0.000 -0.001 0.000 0.001
1.200 0.000 -0.001 0.000 0.001
1.600 0.000 -0.001 0.000 0.001
2.000 0.000 -0.001 0.000 0.001 2.400 0.000 -0.000 0.000 0.000
2.800 0.000 -0.000 0.000 0.000
3.200 0.000 -0.000 0.000 0.000
3.600 0.000 -0.000 0.000 0.000
4.000 0.000 0.000 0.000 0.000
115 1:LOAD CASE 0.000 -0.000 -0.014 0.000 0.014
0.300 -0.000 -0.014 0.000 0.014
0.600 0.000 -0.015 0.000 0.015
0.900 0.000 -0.016 0.000 0.016
1.200 0.000 -0.016 0.000 0.016
1.500 0.000 -0.016 0.000 0.016
1.800 0.000 -0.016 0.000 0.016
2.100 0.000 -0.016 0.000 0.016
2.400 0.000 -0.015 0.000 0.015
2.700 0.000 -0.014 0.000 0.014
3.000 0.000 -0.014 0.000 0.014
2:LOAD CASE 0.000 0.000 -0.002 0.000 0.002
0.300 0.000 -0.002 0.000 0.002
0.600 0.000 -0.002 0.000 0.002
0.900 0.000 -0.002 0.000 0.002
1.200 0.000 -0.002 0.000 0.002
1.500 0.000 -0.002 0.000 0.002
1.800 0.000 -0.002 0.000 0.002
2.100 0.000 -0.002 0.000 0.002
2.400 0.000 -0.002 0.000 0.002
2.700 0.000 -0.002 0.000 0.002
3.000 0.000 -0.002 0.000 0.002
116 1:LOAD CASE 0.000 0.000 -0.008 0.000 0.008
0.300 0.000 -0.008 -0.000 0.008
0.600 0.000 -0.009 -0.000 0.009
0.900 0.000 -0.009 -0.000 0.009
1.200 0.000 -0.010 -0.000 0.010
1.500 0.000 -0.010 -0.000 0.010
1.800 0.000 -0.010 -0.000 0.010
2.100 0.000 -0.009 -0.000 0.009
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
2.400 0.000 -0.009 -0.000 0.009
2.700 0.000 -0.008 -0.000 0.008
3.000 0.000 -0.008 -0.000 0.008
2:LOAD CASE 0.000 -0.000 -0.001 0.000 0.001
0.300 -0.000 -0.001 0.000 0.001
0.600 -0.000 -0.001 0.000 0.001
0.900 -0.000 -0.001 0.000 0.001
1.200 -0.000 -0.001 0.000 0.001
1.500 -0.000 -0.001 0.000 0.001
1.800 -0.000 -0.001 0.000 0.001 2.100 -0.000 -0.001 0.000 0.001
2.400 -0.000 -0.001 0.000 0.001
2.700 0.000 -0.001 0.000 0.001
3.000 0.000 -0.001 0.000 0.001
118 1:LOAD CASE 0.000 0.001 -0.019 0.000 0.019
0.400 0.001 -0.019 0.000 0.019
0.800 0.001 -0.018 0.000 0.018
1.200 0.000 -0.018 0.000 0.018
1.600 0.000 -0.017 0.000 0.017
2.000 0.000 -0.017 0.000 0.017
2.400 -0.000 -0.016 0.000 0.016
2.800 -0.000 -0.016 0.000 0.016
3.200 -0.000 -0.015 0.000 0.015
3.600 -0.000 -0.015 0.000 0.015
4.000 0.000 -0.014 0.000 0.014
2:LOAD CASE 0.000 0.001 -0.003 0.000 0.004
0.400 0.001 -0.003 -0.000 0.003
0.800 0.001 -0.003 -0.000 0.003
1.200 0.001 -0.003 -0.001 0.003
1.600 0.001 -0.003 -0.001 0.003
2.000 0.001 -0.003 -0.001 0.003
2.400 0.001 -0.003 -0.001 0.003
2.800 0.001 -0.003 -0.000 0.003
3.200 0.000 -0.002 -0.000 0.002
3.600 0.000 -0.002 -0.000 0.002
4.000 0.000 -0.002 0.000 0.002
119 1:LOAD CASE 0.000 0.000 -0.014 0.000 0.014
0.400 0.000 -0.013 -0.000 0.013
0.800 0.000 -0.013 -0.000 0.013
1.200 0.000 -0.012 -0.000 0.012
1.600 0.000 -0.012 -0.000 0.012
2.000 -0.000 -0.011 0.000 0.011
2.400 -0.000 -0.010 0.000 0.010
2.800 -0.000 -0.010 0.000 0.010
3.200 -0.000 -0.009 0.000 0.009
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
3.600 -0.000 -0.008 0.000 0.008
4.000 0.000 -0.008 -0.000 0.008
2:LOAD CASE 0.000 0.000 -0.002 0.000 0.002
0.400 0.000 -0.002 0.000 0.002
0.800 -0.000 -0.002 0.000 0.002
1.200 -0.000 -0.002 0.000 0.002
1.600 -0.000 -0.002 0.000 0.002
2.000 -0.000 -0.002 0.000 0.002
2.400 -0.000 -0.002 0.000 0.002
2.800 -0.000 -0.001 0.000 0.001 3.200 -0.000 -0.001 0.000 0.001
3.600 -0.000 -0.001 0.000 0.001
4.000 0.000 -0.001 0.000 0.001
120 1:LOAD CASE 0.000 0.000 -0.008 -0.000 0.008
0.400 0.000 -0.007 -0.000 0.007
0.800 0.000 -0.006 -0.000 0.006
1.200 0.000 -0.005 -0.001 0.005
1.600 0.000 -0.005 -0.001 0.005
2.000 0.000 -0.004 -0.000 0.004
2.400 0.000 -0.003 -0.000 0.003
2.800 0.000 -0.002 -0.000 0.002
3.200 0.000 -0.002 -0.000 0.002
3.600 0.000 -0.001 -0.000 0.001
4.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -0.001 0.000 0.001
0.400 0.000 -0.001 -0.000 0.001
0.800 0.000 -0.001 -0.000 0.001
1.200 0.000 -0.001 -0.000 0.001
1.600 0.000 -0.001 -0.000 0.001
2.000 0.000 -0.001 -0.000 0.001
2.400 0.000 -0.000 -0.000 0.000
2.800 0.000 -0.000 -0.000 0.000
3.200 0.000 -0.000 -0.000 0.000
3.600 0.000 -0.000 -0.000 0.000
4.000 0.000 0.000 0.000 0.000
122 1:LOAD CASE 0.000 0.000 -0.014 0.000 0.014
0.300 0.000 -0.014 0.000 0.014
0.600 0.000 -0.015 0.000 0.015
0.900 0.000 -0.016 0.000 0.016
1.200 0.000 -0.016 0.000 0.016
1.500 0.000 -0.016 0.000 0.016
1.800 0.000 -0.016 0.000 0.016
2.100 0.000 -0.016 -0.000 0.016
2.400 0.000 -0.015 -0.000 0.015
2.700 0.000 -0.014 -0.000 0.014
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
3.000 0.000 -0.014 -0.000 0.014
2:LOAD CASE 0.000 0.000 -0.002 0.000 0.002
0.300 0.000 -0.002 0.000 0.002
0.600 0.000 -0.002 0.000 0.002
0.900 0.000 -0.002 0.000 0.002
1.200 0.000 -0.002 -0.000 0.002
1.500 0.000 -0.002 -0.000 0.002
1.800 0.000 -0.002 -0.000 0.002
2.100 0.000 -0.002 -0.000 0.002
2.400 0.000 -0.002 -0.000 0.002 2.700 0.000 -0.002 -0.000 0.002
3.000 0.000 -0.002 -0.000 0.002
123 1:LOAD CASE 0.000 0.000 -0.008 -0.000 0.008
0.300 0.000 -0.008 -0.000 0.008
0.600 0.000 -0.009 -0.000 0.009
0.900 0.000 -0.009 -0.000 0.009
1.200 0.000 -0.010 -0.000 0.010
1.500 0.000 -0.010 -0.000 0.010
1.800 0.000 -0.010 -0.000 0.010
2.100 -0.000 -0.009 -0.000 0.009
2.400 -0.000 -0.009 -0.000 0.009
2.700 -0.000 -0.008 -0.000 0.008
3.000 -0.000 -0.008 -0.000 0.008
2:LOAD CASE 0.000 0.000 -0.001 0.000 0.001
0.300 0.000 -0.001 0.000 0.001
0.600 0.000 -0.001 0.000 0.001
0.900 0.000 -0.001 0.000 0.001
1.200 0.000 -0.001 0.000 0.001
1.500 0.000 -0.001 0.000 0.001
1.800 0.000 -0.001 0.000 0.001
2.100 0.000 -0.001 0.000 0.001
2.400 0.000 -0.001 0.000 0.001
2.700 0.000 -0.001 0.000 0.001
3.000 0.000 -0.001 0.000 0.001
125 1:LOAD CASE 0.000 0.001 -0.019 -0.000 0.019
0.400 0.000 -0.019 -0.000 0.019
0.800 0.000 -0.018 -0.000 0.018
1.200 0.000 -0.018 -0.000 0.018
1.600 0.000 -0.017 -0.000 0.017
2.000 0.000 -0.017 0.000 0.017
2.400 0.000 -0.016 0.000 0.016
2.800 0.000 -0.016 0.000 0.016
3.200 0.000 -0.015 0.000 0.015
3.600 0.000 -0.015 0.000 0.015
4.000 0.000 -0.014 -0.000 0.014
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
2:LOAD CASE 0.000 0.001 -0.003 -0.001 0.004
0.400 0.001 -0.003 -0.001 0.003
0.800 0.000 -0.003 -0.001 0.003
1.200 0.000 -0.003 -0.001 0.003
1.600 -0.000 -0.003 -0.001 0.003
2.000 -0.000 -0.003 -0.001 0.003
2.400 -0.000 -0.003 -0.001 0.003
2.800 -0.000 -0.003 -0.001 0.003
3.200 -0.000 -0.002 -0.000 0.002
3.600 0.000 -0.002 -0.000 0.002 4.000 0.000 -0.002 -0.000 0.002
126 1:LOAD CASE 0.000 0.000 -0.014 -0.000 0.014
0.400 -0.000 -0.013 -0.000 0.013
0.800 -0.000 -0.013 -0.000 0.013
1.200 -0.000 -0.012 -0.000 0.012
1.600 -0.000 -0.012 -0.000 0.012
2.000 0.000 -0.011 0.000 0.011
2.400 0.000 -0.010 0.000 0.010
2.800 0.000 -0.010 0.000 0.010
3.200 0.000 -0.009 0.000 0.009
3.600 0.000 -0.008 0.000 0.008
4.000 -0.000 -0.008 -0.000 0.008
2:LOAD CASE 0.000 0.000 -0.002 -0.000 0.002
0.400 0.000 -0.002 0.000 0.002
0.800 0.000 -0.002 0.000 0.002
1.200 0.000 -0.002 0.000 0.002
1.600 0.000 -0.002 0.000 0.002
2.000 0.000 -0.002 0.000 0.002
2.400 0.000 -0.002 0.000 0.002
2.800 0.000 -0.001 0.000 0.001
3.200 0.000 -0.001 0.000 0.001
3.600 0.000 -0.001 0.000 0.001
4.000 0.000 -0.001 0.000 0.001
127 1:LOAD CASE 0.000 -0.000 -0.008 -0.000 0.008
0.400 -0.000 -0.007 -0.000 0.007
0.800 -0.000 -0.006 -0.001 0.006
1.200 -0.000 -0.005 -0.001 0.005
1.600 -0.000 -0.005 -0.001 0.005
2.000 -0.000 -0.004 -0.000 0.004
2.400 -0.000 -0.003 -0.000 0.003
2.800 -0.000 -0.002 -0.000 0.002
3.200 -0.000 -0.002 -0.000 0.002
3.600 -0.000 -0.001 -0.000 0.001
4.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -0.001 0.000 0.001
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.400 -0.000 -0.001 -0.000 0.001
0.800 -0.000 -0.001 -0.000 0.001
1.200 -0.000 -0.001 -0.000 0.001
1.600 -0.000 -0.001 -0.000 0.001
2.000 -0.000 -0.001 -0.000 0.001
2.400 -0.000 -0.000 -0.000 0.000
2.800 -0.000 -0.000 -0.000 0.000
3.200 -0.000 -0.000 -0.000 0.000
3.600 -0.000 -0.000 -0.000 0.000
4.000 0.000 0.000 0.000 0.000129 1:LOAD CASE 0.000 0.000 -0.014 -0.000 0.014
0.300 0.000 -0.014 -0.000 0.014
0.600 0.000 -0.015 -0.000 0.015
0.900 0.000 -0.016 -0.000 0.016
1.200 0.000 -0.016 -0.000 0.016
1.500 0.000 -0.016 -0.000 0.016
1.800 0.000 -0.016 -0.000 0.016
2.100 0.000 -0.016 -0.000 0.016
2.400 0.000 -0.015 -0.000 0.015
2.700 0.000 -0.014 -0.000 0.014
3.000 0.000 -0.014 -0.000 0.014
2:LOAD CASE 0.000 0.000 -0.002 -0.000 0.002
0.300 0.000 -0.002 -0.000 0.002
0.600 0.000 -0.002 -0.000 0.002
0.900 0.000 -0.002 -0.000 0.002
1.200 0.000 -0.002 -0.000 0.002
1.500 0.000 -0.002 -0.000 0.002
1.800 0.000 -0.002 -0.000 0.002
2.100 0.000 -0.002 -0.000 0.002
2.400 0.000 -0.002 -0.000 0.002
2.700 -0.000 -0.002 -0.000 0.002
3.000 -0.000 -0.002 -0.000 0.002
130 1:LOAD CASE 0.000 -0.000 -0.008 -0.000 0.008
0.300 -0.000 -0.008 -0.000 0.008
0.600 -0.000 -0.009 -0.000 0.009
0.900 -0.000 -0.009 -0.000 0.009
1.200 -0.000 -0.010 -0.000 0.010
1.500 -0.000 -0.010 -0.000 0.010
1.800 -0.000 -0.010 -0.000 0.010
2.100 -0.000 -0.009 -0.000 0.009
2.400 -0.000 -0.009 -0.000 0.009
2.700 -0.000 -0.008 -0.000 0.008
3.000 -0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 0.000 -0.001 0.000 0.001
0.300 0.000 -0.001 -0.000 0.001
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
0.600 0.000 -0.001 -0.000 0.001
0.900 0.000 -0.001 -0.000 0.001
1.200 0.000 -0.001 -0.000 0.001
1.500 0.000 -0.001 -0.000 0.001
1.800 0.000 -0.001 -0.000 0.001
2.100 0.000 -0.001 -0.000 0.001
2.400 0.000 -0.001 -0.000 0.001
2.700 0.000 -0.001 -0.000 0.001
3.000 0.000 -0.001 -0.000 0.001
132 1:LOAD CASE 0.000 -0.000 -0.019 -0.001 0.019 0.400 -0.000 -0.019 -0.001 0.019
0.800 -0.000 -0.018 -0.001 0.018
1.200 -0.000 -0.018 -0.000 0.018
1.600 0.000 -0.017 -0.000 0.017
2.000 0.000 -0.017 -0.000 0.017
2.400 0.000 -0.016 -0.000 0.016
2.800 0.000 -0.016 -0.000 0.016
3.200 0.000 -0.015 -0.000 0.015
3.600 0.000 -0.015 -0.000 0.015
4.000 0.000 -0.014 -0.000 0.014
2:LOAD CASE 0.000 -0.000 -0.003 -0.001 0.004
0.400 -0.001 -0.003 -0.001 0.003
0.800 -0.001 -0.003 -0.001 0.003
1.200 -0.001 -0.003 -0.001 0.003
1.600 -0.001 -0.003 -0.001 0.003
2.000 -0.001 -0.003 -0.000 0.003
2.400 -0.001 -0.003 -0.000 0.003
2.800 -0.001 -0.003 -0.000 0.003
3.200 -0.000 -0.002 -0.000 0.002
3.600 -0.000 -0.002 -0.000 0.002
4.000 -0.000 -0.002 -0.000 0.002
133 1:LOAD CASE 0.000 0.000 -0.014 -0.000 0.014
0.400 -0.000 -0.013 -0.000 0.013
0.800 -0.000 -0.013 -0.000 0.013
1.200 -0.000 -0.012 -0.000 0.012
1.600 -0.000 -0.012 -0.000 0.012
2.000 0.000 -0.011 -0.000 0.011
2.400 0.000 -0.010 -0.000 0.010
2.800 0.000 -0.010 -0.000 0.010
3.200 0.000 -0.009 -0.000 0.009
3.600 0.000 -0.008 -0.000 0.008
4.000 -0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 -0.000 -0.002 -0.000 0.002
0.400 0.000 -0.002 -0.000 0.002
0.800 0.000 -0.002 -0.000 0.002
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
1.200 0.000 -0.002 -0.000 0.002
1.600 0.000 -0.002 -0.000 0.002
2.000 0.000 -0.002 -0.000 0.002
2.400 0.000 -0.002 -0.000 0.002
2.800 0.000 -0.001 -0.000 0.001
3.200 0.000 -0.001 -0.000 0.001
3.600 0.000 -0.001 -0.000 0.001
4.000 0.000 -0.001 -0.000 0.001
134 1:LOAD CASE 0.000 -0.000 -0.008 0.000 0.008
0.400 -0.000 -0.007 0.000 0.007 0.800 -0.001 -0.006 0.000 0.006
1.200 -0.001 -0.005 0.000 0.005
1.600 -0.001 -0.005 0.000 0.005
2.000 -0.001 -0.004 0.000 0.004
2.400 -0.000 -0.003 0.000 0.003
2.800 -0.000 -0.002 0.000 0.002
3.200 -0.000 -0.002 0.000 0.002
3.600 -0.000 -0.001 0.000 0.001
4.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -0.001 -0.000 0.001
0.400 -0.000 -0.001 -0.000 0.001
0.800 -0.000 -0.001 -0.000 0.001
1.200 -0.000 -0.001 -0.000 0.001
1.600 -0.000 -0.001 -0.000 0.001
2.000 -0.000 -0.001 0.000 0.001
2.400 -0.000 -0.000 0.000 0.000
2.800 -0.000 -0.000 0.000 0.000
3.200 -0.000 -0.000 0.000 0.000
3.600 -0.000 -0.000 0.000 0.000
4.000 0.000 0.000 0.000 0.000
136 1:LOAD CASE 0.000 0.000 -0.014 -0.000 0.014
0.300 0.000 -0.014 -0.000 0.014
0.600 -0.000 -0.015 -0.000 0.015
0.900 -0.000 -0.016 -0.000 0.016
1.200 -0.000 -0.016 -0.000 0.016
1.500 -0.000 -0.016 -0.000 0.016
1.800 -0.000 -0.016 -0.000 0.016
2.100 -0.000 -0.016 -0.000 0.016
2.400 -0.000 -0.015 -0.000 0.015
2.700 -0.000 -0.014 -0.000 0.014
3.000 -0.000 -0.014 -0.000 0.014
2:LOAD CASE 0.000 -0.000 -0.002 -0.000 0.002
0.300 -0.000 -0.002 -0.000 0.002
0.600 -0.000 -0.002 -0.000 0.002
0.900 -0.000 -0.002 -0.000 0.002
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Beam Displacement Detail Cont...Beam L/C d
(m)
X
(in)
Y
(in)
Z
(in)
Resultant
(in)
1.200 -0.000 -0.002 -0.000 0.002
1.500 -0.000 -0.002 -0.000 0.002
1.800 -0.000 -0.002 -0.000 0.002
2.100 -0.000 -0.002 -0.000 0.002
2.400 -0.000 -0.002 -0.000 0.002
2.700 -0.000 -0.002 -0.000 0.002
3.000 -0.000 -0.002 -0.000 0.002
137 1:LOAD CASE 0.000 -0.000 -0.008 0.000 0.008
0.300 -0.000 -0.008 0.000 0.008
0.600 -0.000 -0.009 0.000 0.009 0.900 -0.000 -0.009 0.000 0.009
1.200 -0.000 -0.010 0.000 0.010
1.500 -0.000 -0.010 0.000 0.010
1.800 -0.000 -0.010 0.000 0.010
2.100 -0.000 -0.009 0.000 0.009
2.400 -0.000 -0.009 0.000 0.009
2.700 -0.000 -0.008 0.000 0.008
3.000 -0.000 -0.008 0.000 0.008
2:LOAD CASE 0.000 0.000 -0.001 -0.000 0.001
0.300 0.000 -0.001 -0.000 0.001
0.600 0.000 -0.001 -0.000 0.001
0.900 0.000 -0.001 -0.000 0.001
1.200 0.000 -0.001 -0.000 0.001
1.500 0.000 -0.001 -0.000 0.001
1.800 0.000 -0.001 -0.000 0.001
2.100 0.000 -0.001 -0.000 0.001
2.400 0.000 -0.001 -0.000 0.001
2.700 -0.000 -0.001 -0.000 0.001
3.000 -0.000 -0.001 0.000 0.001
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Beam Maximum Relative DisplacementsDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C y
(in)
d
(m)
z
(in)
d
(m)
Resultant
(in)
d
(m)
Span
Max z
1 1 0.783 1:LOAD CASE -0.000 0.522 0.000 0.457 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.326 0.000 0.587 > 10000
2 3 0.783 1:LOAD CASE 0.000 0.587 -0.000 0.326 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.326 0.000 0.587 > 10000
3 4 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.522 0.000 0.196 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.718 0.000 0.587 > 10000
4 5 0.783 1:LOAD CASE -0.000 0.522 0.000 0.392 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.131 0.000 0.587 > 10000
5 6 0.783 1:LOAD CASE -0.000 0.522 0.000 0.392 0.000 0.522 > 100002:LOAD CASE -0.000 0.587 -0.000 0.587 0.000 0.587 > 10000
6 7 0.783 1:LOAD CASE 0.000 0.587 -0.000 0.065 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.522 0.000 0.587 > 10000
7 8 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.457 0.000 0.196 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.653 0.000 0.587 > 10000
8 9 0.783 1:LOAD CASE -0.000 0.522 0.000 0.196 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.718 0.000 0.587 > 10000
9 10 0.783 1:LOAD CASE -0.000 0.522 0.000 0.522 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.587 0.000 0.587 > 10000
10 11 0.783 1:LOAD CASE 0.000 0.587 -0.000 0.587 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.653 0.000 0.587 > 10000
11 12 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.522 0.000 0.196 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.392 0.000 0.587 > 1000012 13 0.783 1:LOAD CASE -0.000 0.522 0.000 0.457 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.131 0.000 0.587 > 10000
13 14 0.783 1:LOAD CASE -0.000 0.522 0.000 0.196 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.587 0.000 0.587 > 10000
14 15 0.783 1:LOAD CASE 0.000 0.587 -0.000 0.326 0.000 0.326 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.587 0.000 0.587 > 10000
15 16 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.392 0.000 0.196 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.522 0.000 0.587 > 10000
16 17 0.783 1:LOAD CASE -0.000 0.522 0.000 0.196 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.392 0.000 0.587 > 10000
17 18 0.783 1:LOAD CASE -0.000 0.522 0.000 0.457 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.718 0.000 0.587 > 10000
18 19 0.783 1:LOAD CASE 0.000 0.587 -0.000 0.065 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.522 0.000 0.587 > 10000
19 20 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.457 0.000 0.196 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.653 0.000 0.587 > 10000
20 21 0.783 1:LOAD CASE -0.000 0.522 0.000 0.196 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.718 0.000 0.587 > 10000
21 22 0.783 1:LOAD CASE -0.000 0.522 0.000 0.587 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.522 0.000 0.587 > 10000
22 23 0.783 1:LOAD CASE 0.000 0.587 -0.000 0.196 0.000 0.587 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.261 0.000 0.587 > 10000
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Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(in)
d
(m)
z
(in)
d
(m)
Resultant
(in)
d
(m)
Span
Max z
23 24 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.522 0.000 0.196 > 10000
2:LOAD CASE -0.000 0.587 -0.000 0.457 0.000 0.587 > 10000
24 25 0.783 1:LOAD CASE -0.000 0.522 0.000 0.326 0.000 0.522 > 10000
2:LOAD CASE -0.000 0.587 0.000 0.261 0.000 0.587 > 10000
25 26 0.783 1:LOAD CASE -0.000 0.587 0.000 0.392 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.392 0.000 0.261 > 10000
26 27 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.326 0.000 0.196 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.457 0.000 0.196 > 10000
27 28 0.783 1:LOAD CASE -0.000 0.587 -0.000 0.587 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.196 0.000 0.653 0.000 0.196 > 1000028 29 0.783 1:LOAD CASE -0.000 0.522 0.000 0.457 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.261 0.000 0.196 > 10000
29 30 0.783 1:LOAD CASE -0.000 0.587 0.000 0.326 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.065 0.000 0.196 > 10000
30 31 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.261 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.587 0.000 0.196 > 10000
31 32 0.783 1:LOAD CASE -0.000 0.587 -0.000 0.457 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.196 0.000 0.587 0.000 0.196 > 10000
32 33 0.783 1:LOAD CASE -0.000 0.522 0.000 0.261 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.457 0.000 0.131 > 10000
33 34 0.783 1:LOAD CASE -0.000 0.587 0.000 0.587 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.131 -0.000 0.457 0.000 0.196 > 10000
34 35 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.326 0.000 0.196 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.392 0.000 0.196 > 10000
35 36 0.783 1:LOAD CASE -0.000 0.587 -0.000 0.261 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.131 0.000 0.196 > 10000
36 37 0.783 1:LOAD CASE -0.000 0.522 0.000 0.326 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.131 -0.000 0.522 0.000 0.196 > 10000
37 38 0.783 1:LOAD CASE -0.000 0.587 0.000 0.718 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.718 0.000 0.131 > 10000
38 39 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.392 0.000 0.196 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.718 0.000 0.196 > 10000
39 40 0.783 1:LOAD CASE -0.000 0.587 -0.000 0.522 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.196 0.000 0.457 0.000 0.196 > 10000
40 41 0.783 1:LOAD CASE -0.000 0.522 0.000 0.392 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.196 0.000 0.196 > 10000
41 42 0.783 1:LOAD CASE -0.000 0.587 0.000 0.326 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.065 0.000 0.131 > 10000
42 43 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.261 0.000 0.587 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.587 0.000 0.196 > 10000
43 44 0.783 1:LOAD CASE -0.000 0.587 -0.000 0.457 0.000 0.457 > 10000
2:LOAD CASE 0.000 0.196 0.000 0.522 0.000 0.196 > 10000
44 45 0.783 1:LOAD CASE -0.000 0.522 0.000 0.261 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.326 0.000 0.326 > 10000
45 46 0.783 1:LOAD CASE -0.000 0.587 0.000 0.522 0.000 0.587 > 10000
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Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(in)
d
(m)
z
(in)
d
(m)
Resultant
(in)
d
(m)
Span
Max z
2:LOAD CASE 0.000 0.131 -0.000 0.718 0.000 0.261 > 10000
46 47 0.783 1:LOAD CASE 0.000 0.196 -0.000 0.261 0.000 0.196 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.065 0.000 0.196 > 10000
47 48 0.783 1:LOAD CASE -0.000 0.587 -0.000 0.457 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.196 -0.000 0.392 0.000 0.196 > 10000
48 49 0.783 1:LOAD CASE -0.000 0.522 0.000 0.326 0.000 0.522 > 10000
2:LOAD CASE 0.000 0.131 0.000 0.261 0.000 0.261 > 10000
97 12 4.000 1:LOAD CASE 0.000 2.667 -0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE -0.000 1.333 0.001 1.667 0.001 1.667 > 10000
98 50 4.000 1:LOAD CASE 0.000 3.000 -0.000 3.000 0.000 3.000 > 100002:LOAD CASE 0.000 1.667 -0.000 1.667 0.000 1.667 > 10000
99 51 4.000 1:LOAD CASE -0.000 1.333 0.001 1.333 0.001 1.333 > 10000
2:LOAD CASE -0.000 1.333 0.000 1.000 0.000 1.333 > 10000
101 50 3.000 1:LOAD CASE -0.002 1.500 -0.000 0.250 0.002 1.500 > 10000
2:LOAD CASE 0.000 1.000 0.000 0.250 0.000 1.750 > 10000
102 51 3.000 1:LOAD CASE -0.002 1.500 0.000 0.000 0.002 1.500 > 10000
2:LOAD CASE -0.000 0.500 0.000 0.000 0.000 1.500 > 10000
104 16 4.000 1:LOAD CASE 0.000 1.000 -0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE 0.001 1.667 0.001 1.333 0.001 1.667 > 10000
105 53 4.000 1:LOAD CASE -0.000 3.000 -0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE -0.000 1.333 -0.000 1.333 0.000 1.333 > 10000
106 54 4.000 1:LOAD CASE 0.000 1.333 0.001 1.333 0.001 1.333 > 10000
2:LOAD CASE 0.000 1.000 0.000 1.000 0.000 1.667 > 10000
108 53 3.000 1:LOAD CASE -0.002 1.500 0.000 0.500 0.002 1.500 > 10000
2:LOAD CASE 0.000 1.000 -0.000 1.750 0.000 1.500 > 10000
109 54 3.000 1:LOAD CASE -0.002 1.500 0.000 1.750 0.002 1.500 > 10000
2:LOAD CASE -0.000 0.500 0.000 2.000 0.000 0.500 > 10000
111 20 4.000 1:LOAD CASE -0.000 3.000 -0.000 1.667 0.000 3.000 > 10000
2:LOAD CASE 0.001 1.333 -0.000 2.000 0.001 1.667 > 10000
112 56 4.000 1:LOAD CASE -0.000 3.000 -0.000 2.000 0.000 3.000 > 10000
2:LOAD CASE -0.000 1.333 -0.000 2.000 0.000 1.333 > 10000
113 57 4.000 1:LOAD CASE 0.001 1.333 0.000 0.000 0.001 1.333 > 10000
2:LOAD CASE 0.000 1.000 -0.000 1.667 0.000 1.667 > 10000
115 56 3.000 1:LOAD CASE -0.002 1.500 -0.000 1.500 0.002 1.500 > 10000
2:LOAD CASE 0.000 1.000 -0.000 2.500 0.000 1.750 > 10000
116 57 3.000 1:LOAD CASE -0.002 1.500 0.000 1.750 0.002 1.500 > 10000
2:LOAD CASE -0.000 0.500 -0.000 1.750 0.000 1.750 > 10000
118 24 4.000 1:LOAD CASE -0.000 2.667 0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE 0.000 1.333 -0.001 1.667 0.001 1.667 > 10000
119 59 4.000 1:LOAD CASE -0.000 3.000 0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE -0.000 1.667 0.000 1.333 0.000 1.667 > 10000
120 60 4.000 1:LOAD CASE 0.000 1.333 -0.001 1.333 0.001 1.333 > 10000
2:LOAD CASE 0.000 1.333 -0.000 1.333 0.000 1.333 > 10000
122 59 3.000 1:LOAD CASE -0.002 1.500 0.000 0.500 0.002 1.500 > 10000
2:LOAD CASE 0.000 1.000 0.000 0.750 0.000 1.000 > 10000
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Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(in)
d
(m)
z
(in)
d
(m)
Resultant
(in)
d
(m)
Span
Max z
123 60 3.000 1:LOAD CASE -0.002 1.500 -0.000 2.000 0.002 1.500 > 10000
2:LOAD CASE -0.000 0.500 0.000 0.250 0.000 1.500 > 10000
125 4 4.000 1:LOAD CASE -0.000 1.000 0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE -0.001 1.667 -0.001 1.333 0.001 1.667 > 10000
126 62 4.000 1:LOAD CASE 0.000 3.000 0.000 3.000 0.000 3.000 > 10000
2:LOAD CASE 0.000 1.333 0.000 1.667 0.000 1.667 > 10000
127 63 4.000 1:LOAD CASE -0.000 1.333 -0.001 1.333 0.001 1.333 > 10000
2:LOAD CASE -0.000 1.000 -0.000 1.333 0.000 1.333 > 10000
129 62 3.000 1:LOAD CASE -0.002 1.500 0.000 0.500 0.002 1.500 > 10000
2:LOAD CASE 0.000 1.000 0.000 0.750 0.000 1.750 > 10000130 63 3.000 1:LOAD CASE -0.002 1.500 0.000 0.750 0.002 1.500 > 10000
2:LOAD CASE -0.000 0.500 0.000 2.000 0.000 2.000 > 10000
132 8 4.000 1:LOAD CASE 0.000 3.000 0.000 1.667 0.000 3.000 > 10000
2:LOAD CASE -0.001 1.333 0.000 2.000 0.001 1.667 > 10000
133 65 4.000 1:LOAD CASE 0.000 3.000 0.000 2.000 0.000 3.000 > 10000
2:LOAD CASE 0.000 1.333 0.000 2.000 0.000 1.333 > 10000
134 66 4.000 1:LOAD CASE -0.001 1.333 0.000 0.000 0.001 1.333 > 10000
2:LOAD CASE -0.000 1.000 0.000 1.667 0.000 1.667 > 10000
136 65 3.000 1:LOAD CASE -0.002 1.500 -0.000 2.750 0.002 1.500 > 10000
2:LOAD CASE 0.000 1.000 -0.000 2.250 0.000 1.750 > 10000
137 66 3.000 1:LOAD CASE -0.002 1.500 0.000 0.750 0.002 1.500 > 10000
2:LOAD CASE -0.000 0.500 -0.000 2.750 0.000 2.000 > 10000
Beam End ForcesSign convention is as the action of the joint on the beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
1 1 1:LOAD CASE -5.383 2.616 -0.300 -0.016 0.011 0.631
2:LOAD CASE -9.410 3.188 0.062 -0.076 -0.048 1.089
3 1:LOAD CASE 5.383 -0.535 0.300 0.016 0.223 0.603
2:LOAD CASE 9.410 -3.188 -0.062 0.076 -0.001 1.408
2 3 1:LOAD CASE 2.568 0.673 -0.494 0.035 0.299 0.056
2:LOAD CASE -7.648 2.702 0.055 -0.106 0.001 0.9524 1:LOAD CASE -2.568 1.408 0.494 -0.035 0.088 -0.344
2:LOAD CASE 7.648 -2.702 -0.055 0.106 -0.044 1.165
3 4 1:LOAD CASE 2.555 5.213 0.641 -0.130 -0.145 1.825
2:LOAD CASE -7.672 3.742 0.193 -0.053 -0.052 1.344
5 1:LOAD CASE -2.555 -3.132 -0.641 0.130 -0.357 1.442
2:LOAD CASE 7.672 -3.742 -0.193 0.053 -0.100 1.587
4 5 1:LOAD CASE -5.390 3.318 0.444 -0.078 -0.280 0.906
2:LOAD CASE -9.423 3.337 0.185 -0.084 -0.096 1.147
6 1:LOAD CASE 5.390 -1.237 -0.444 0.078 -0.068 0.878
2:LOAD CASE 9.423 -3.337 -0.185 0.084 -0.049 1.467
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Job Title
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Job No Sheet No Rev
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By Date Chd
File Date/Time
48
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 48 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
5 6 1:LOAD CASE -5.383 2.616 -0.300 -0.016 0.011 0.631
2:LOAD CASE -9.410 3.188 0.062 -0.076 -0.048 1.089
7 1:LOAD CASE 5.383 -0.536 0.300 0.016 0.223 0.603
2:LOAD CASE 9.410 -3.188 -0.062 0.076 -0.001 1.409
6 7 1:LOAD CASE 2.568 0.672 -0.494 0.035 0.299 0.056
2:LOAD CASE -7.648 2.702 0.055 -0.106 0.001 0.952
8 1:LOAD CASE -2.568 1.408 0.494 -0.035 0.088 -0.344
2:LOAD CASE 7.648 -2.702 -0.055 0.106 -0.044 1.165
7 8 1:LOAD CASE 2.554 5.213 0.641 -0.130 -0.145 1.8252:LOAD CASE -7.672 3.742 0.193 -0.052 -0.052 1.344
9 1:LOAD CASE -2.554 -3.132 -0.641 0.130 -0.357 1.442
2:LOAD CASE 7.672 -3.742 -0.193 0.052 -0.100 1.587
8 9 1:LOAD CASE -5.390 3.318 0.444 -0.078 -0.280 0.906
2:LOAD CASE -9.423 3.337 0.185 -0.084 -0.096 1.147
10 1:LOAD CASE 5.390 -1.237 -0.444 0.078 -0.068 0.878
2:LOAD CASE 9.423 -3.337 -0.185 0.084 -0.049 1.467
9 10 1:LOAD CASE -5.383 2.616 -0.300 -0.016 0.011 0.631
2:LOAD CASE -9.410 3.188 0.062 -0.076 -0.048 1.089
11 1:LOAD CASE 5.383 -0.535 0.300 0.016 0.223 0.603
2:LOAD CASE 9.410 -3.188 -0.062 0.076 -0.001 1.409
10 11 1:LOAD CASE 2.568 0.672 -0.494 0.035 0.299 0.056
2:LOAD CASE -7.648 2.702 0.055 -0.106 0.001 0.952
12 1:LOAD CASE -2.568 1.408 0.494 -0.035 0.088 -0.344
2:LOAD CASE 7.648 -2.702 -0.055 0.106 -0.044 1.165
11 12 1:LOAD CASE 2.555 5.213 0.641 -0.130 -0.145 1.825
2:LOAD CASE -7.672 3.742 0.193 -0.053 -0.052 1.344
13 1:LOAD CASE -2.555 -3.132 -0.641 0.130 -0.357 1.442
2:LOAD CASE 7.672 -3.742 -0.193 0.053 -0.100 1.587
12 13 1:LOAD CASE -5.390 3.318 0.444 -0.078 -0.280 0.906
2:LOAD CASE -9.423 3.337 0.185 -0.084 -0.096 1.147
14 1:LOAD CASE 5.390 -1.237 -0.444 0.078 -0.068 0.878
2:LOAD CASE 9.423 -3.337 -0.185 0.084 -0.049 1.467
13 14 1:LOAD CASE -5.383 2.616 -0.300 -0.016 0.011 0.631
2:LOAD CASE -9.410 3.188 0.062 -0.076 -0.048 1.089
15 1:LOAD CASE 5.383 -0.535 0.300 0.016 0.223 0.603
2:LOAD CASE 9.410 -3.188 -0.062 0.076 -0.001 1.408
14 15 1:LOAD CASE 2.568 0.673 -0.494 0.035 0.299 0.056
2:LOAD CASE -7.648 2.702 0.055 -0.106 0.001 0.952
16 1:LOAD CASE -2.568 1.408 0.494 -0.035 0.088 -0.344
2:LOAD CASE 7.648 -2.702 -0.055 0.106 -0.044 1.165
15 16 1:LOAD CASE 2.554 5.213 0.641 -0.130 -0.145 1.825
2:LOAD CASE -7.672 3.742 0.193 -0.053 -0.052 1.344
17 1:LOAD CASE -2.554 -3.132 -0.641 0.130 -0.357 1.442
2:LOAD CASE 7.672 -3.742 -0.193 0.053 -0.100 1.587
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Job Title
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Job No Sheet No Rev
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By Date Chd
File Date/Time
49
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 49 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
16 17 1:LOAD CASE -5.390 3.318 0.444 -0.078 -0.280 0.906
2:LOAD CASE -9.423 3.337 0.185 -0.084 -0.096 1.147
18 1:LOAD CASE 5.390 -1.237 -0.444 0.078 -0.068 0.878
2:LOAD CASE 9.423 -3.337 -0.185 0.084 -0.049 1.467
17 18 1:LOAD CASE -5.383 2.616 -0.300 -0.016 0.011 0.631
2:LOAD CASE -9.410 3.188 0.062 -0.076 -0.048 1.089
19 1:LOAD CASE 5.383 -0.535 0.300 0.016 0.223 0.603
2:LOAD CASE 9.410 -3.188 -0.062 0.076 -0.001 1.409
18 19 1:LOAD CASE 2.568 0.672 -0.494 0.035 0.299 0.0562:LOAD CASE -7.648 2.702 0.055 -0.106 0.001 0.952
20 1:LOAD CASE -2.568 1.408 0.494 -0.035 0.088 -0.344
2:LOAD CASE 7.648 -2.702 -0.055 0.106 -0.044 1.165
19 20 1:LOAD CASE 2.554 5.213 0.641 -0.130 -0.145 1.825
2:LOAD CASE -7.672 3.742 0.193 -0.052 -0.052 1.344
21 1:LOAD CASE -2.554 -3.132 -0.641 0.130 -0.357 1.442
2:LOAD CASE 7.672 -3.742 -0.193 0.052 -0.100 1.587
20 21 1:LOAD CASE -5.390 3.318 0.444 -0.078 -0.280 0.906
2:LOAD CASE -9.423 3.337 0.185 -0.084 -0.096 1.147
22 1:LOAD CASE 5.390 -1.237 -0.444 0.078 -0.068 0.878
2:LOAD CASE 9.423 -3.337 -0.185 0.084 -0.049 1.467
21 22 1:LOAD CASE -5.383 2.616 -0.300 -0.016 0.011 0.631
2:LOAD CASE -9.410 3.188 0.062 -0.076 -0.048 1.089
23 1:LOAD CASE 5.383 -0.535 0.300 0.016 0.223 0.603
2:LOAD CASE 9.410 -3.188 -0.062 0.076 -0.001 1.409
22 23 1:LOAD CASE 2.568 0.672 -0.494 0.035 0.299 0.056
2:LOAD CASE -7.648 2.702 0.055 -0.106 0.001 0.952
24 1:LOAD CASE -2.568 1.408 0.494 -0.035 0.088 -0.344
2:LOAD CASE 7.648 -2.702 -0.055 0.106 -0.044 1.165
23 24 1:LOAD CASE 2.555 5.213 0.641 -0.130 -0.145 1.825
2:LOAD CASE -7.672 3.742 0.193 -0.053 -0.052 1.344
25 1:LOAD CASE -2.555 -3.132 -0.641 0.130 -0.357 1.442
2:LOAD CASE 7.672 -3.742 -0.193 0.053 -0.100 1.587
24 25 1:LOAD CASE -5.390 3.318 0.444 -0.078 -0.280 0.906
2:LOAD CASE -9.423 3.337 0.185 -0.084 -0.096 1.147
1 1:LOAD CASE 5.390 -1.237 -0.444 0.078 -0.068 0.878
2:LOAD CASE 9.423 -3.337 -0.185 0.084 -0.049 1.467
25 26 1:LOAD CASE -5.179 2.808 -0.178 -0.091 -0.062 0.825
2:LOAD CASE -19.962 2.523 0.056 -0.068 -0.042 1.101
27 1:LOAD CASE 5.179 -0.727 0.178 0.091 0.202 0.559
2:LOAD CASE 19.962 -2.523 -0.056 0.068 -0.002 0.875
26 27 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
2:LOAD CASE -18.736 2.647 0.055 -0.102 0.000 1.165
28 1:LOAD CASE -0.162 -1.554 0.530 0.126 0.074 0.865
2:LOAD CASE 18.736 -2.647 -0.055 0.102 -0.043 0.908
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File Date/Time
50
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 50 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
27 28 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
2:LOAD CASE -18.805 2.157 0.100 -0.015 -0.019 0.959
29 1:LOAD CASE -0.122 0.799 -0.624 -0.056 -0.376 -0.049
2:LOAD CASE 18.805 -2.157 -0.100 0.015 -0.059 0.730
28 29 1:LOAD CASE -5.186 2.156 0.265 0.020 -0.237 0.570
2:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
30 1:LOAD CASE 5.186 -0.075 -0.265 -0.020 0.029 0.303
2:LOAD CASE 19.976 -2.361 -0.096 0.052 -0.016 0.812
29 30 1:LOAD CASE -5.179 2.808 -0.179 -0.091 -0.062 0.8252:LOAD CASE -19.962 2.523 0.056 -0.068 -0.042 1.101
31 1:LOAD CASE 5.179 -0.727 0.179 0.091 0.202 0.559
2:LOAD CASE 19.962 -2.523 -0.056 0.068 -0.001 0.875
30 31 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
2:LOAD CASE -18.736 2.647 0.055 -0.102 -0.000 1.165
32 1:LOAD CASE -0.162 -1.554 0.530 0.126 0.074 0.865
2:LOAD CASE 18.736 -2.647 -0.055 0.102 -0.043 0.908
31 32 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
2:LOAD CASE -18.805 2.157 0.100 -0.015 -0.019 0.959
33 1:LOAD CASE -0.122 0.799 -0.624 -0.056 -0.376 -0.049
2:LOAD CASE 18.805 -2.157 -0.100 0.015 -0.059 0.730
32 33 1:LOAD CASE -5.186 2.156 0.265 0.020 -0.237 0.570
2:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
34 1:LOAD CASE 5.186 -0.075 -0.265 -0.020 0.029 0.303
2:LOAD CASE 19.976 -2.361 -0.096 0.052 -0.016 0.812
33 34 1:LOAD CASE -5.179 2.808 -0.178 -0.091 -0.062 0.825
2:LOAD CASE -19.962 2.523 0.056 -0.068 -0.042 1.101
35 1:LOAD CASE 5.179 -0.727 0.178 0.091 0.202 0.559
2:LOAD CASE 19.962 -2.523 -0.056 0.068 -0.001 0.875
34 35 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
2:LOAD CASE -18.736 2.647 0.055 -0.102 -0.000 1.165
36 1:LOAD CASE -0.162 -1.554 0.530 0.126 0.074 0.865
2:LOAD CASE 18.736 -2.647 -0.055 0.102 -0.043 0.908
35 36 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
2:LOAD CASE -18.805 2.157 0.100 -0.015 -0.019 0.959
37 1:LOAD CASE -0.122 0.799 -0.624 -0.056 -0.376 -0.049
2:LOAD CASE 18.805 -2.157 -0.100 0.015 -0.059 0.730
36 37 1:LOAD CASE -5.186 2.156 0.265 0.020 -0.237 0.570
2:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
38 1:LOAD CASE 5.186 -0.075 -0.265 -0.020 0.029 0.303
2:LOAD CASE 19.976 -2.361 -0.096 0.052 -0.016 0.812
37 38 1:LOAD CASE -5.179 2.808 -0.178 -0.091 -0.062 0.825
2:LOAD CASE -19.962 2.523 0.056 -0.068 -0.042 1.101
39 1:LOAD CASE 5.179 -0.727 0.178 0.091 0.202 0.559
2:LOAD CASE 19.962 -2.523 -0.056 0.068 -0.002 0.875
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File Date/Time
51
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 51 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
38 39 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
2:LOAD CASE -18.736 2.647 0.055 -0.102 0.000 1.165
40 1:LOAD CASE -0.162 -1.554 0.530 0.126 0.074 0.865
2:LOAD CASE 18.736 -2.647 -0.055 0.102 -0.043 0.908
39 40 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
2:LOAD CASE -18.805 2.157 0.100 -0.015 -0.019 0.959
41 1:LOAD CASE -0.122 0.799 -0.624 -0.056 -0.376 -0.049
2:LOAD CASE 18.805 -2.157 -0.100 0.015 -0.059 0.730
40 41 1:LOAD CASE -5.186 2.156 0.265 0.020 -0.237 0.5702:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
42 1:LOAD CASE 5.186 -0.075 -0.265 -0.020 0.029 0.303
2:LOAD CASE 19.976 -2.361 -0.096 0.052 -0.016 0.812
41 42 1:LOAD CASE -5.179 2.808 -0.179 -0.091 -0.062 0.825
2:LOAD CASE -19.962 2.523 0.056 -0.068 -0.042 1.101
43 1:LOAD CASE 5.179 -0.727 0.179 0.091 0.202 0.559
2:LOAD CASE 19.962 -2.523 -0.056 0.068 -0.001 0.875
42 43 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
2:LOAD CASE -18.736 2.647 0.055 -0.102 -0.000 1.165
44 1:LOAD CASE -0.162 -1.554 0.530 0.126 0.074 0.865
2:LOAD CASE 18.736 -2.647 -0.055 0.102 -0.043 0.908
43 44 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
2:LOAD CASE -18.805 2.157 0.100 -0.015 -0.019 0.959
45 1:LOAD CASE -0.122 0.799 -0.624 -0.056 -0.376 -0.049
2:LOAD CASE 18.805 -2.157 -0.100 0.015 -0.059 0.730
44 45 1:LOAD CASE -5.186 2.156 0.265 0.020 -0.237 0.570
2:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
46 1:LOAD CASE 5.186 -0.075 -0.265 -0.020 0.029 0.303
2:LOAD CASE 19.976 -2.361 -0.096 0.052 -0.016 0.812
45 46 1:LOAD CASE -5.179 2.808 -0.178 -0.091 -0.062 0.825
2:LOAD CASE -19.962 2.523 0.056 -0.068 -0.042 1.101
47 1:LOAD CASE 5.179 -0.727 0.178 0.091 0.202 0.559
2:LOAD CASE 19.962 -2.523 -0.056 0.068 -0.001 0.875
46 47 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
2:LOAD CASE -18.736 2.647 0.055 -0.102 -0.000 1.165
48 1:LOAD CASE -0.162 -1.554 0.530 0.126 0.074 0.865
2:LOAD CASE 18.736 -2.647 -0.055 0.102 -0.043 0.908
47 48 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
2:LOAD CASE -18.805 2.157 0.100 -0.015 -0.019 0.959
49 1:LOAD CASE -0.122 0.799 -0.624 -0.056 -0.376 -0.049
2:LOAD CASE 18.805 -2.157 -0.100 0.015 -0.059 0.730
48 49 1:LOAD CASE -5.186 2.156 0.265 0.020 -0.237 0.570
2:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
26 1:LOAD CASE 5.186 -0.075 -0.265 -0.020 0.029 0.303
2:LOAD CASE 19.976 -2.361 -0.096 0.052 -0.016 0.812
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File Date/Time
52
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 52 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
97 12 1:LOAD CASE 83.872 -0.181 0.334 0.031 -0.622 -0.265
2:LOAD CASE 18.635 -0.119 0.242 0.052 -0.776 -0.289
50 1:LOAD CASE -95.444 0.181 -0.334 -0.031 -0.713 -0.458
2:LOAD CASE -18.635 0.119 -0.242 -0.052 -0.192 -0.189
98 50 1:LOAD CASE 103.414 -0.266 0.463 0.003 -0.905 -0.514
2:LOAD CASE 18.635 0.037 -0.061 0.005 0.185 0.121
51 1:LOAD CASE -114.986 0.266 -0.463 -0.003 -0.947 -0.550
2:LOAD CASE -18.635 -0.037 0.061 -0.005 0.057 0.028
99 51 1:LOAD CASE 122.956 -0.145 0.251 0.000 -0.672 -0.3872:LOAD CASE 18.635 -0.010 0.018 0.000 -0.048 -0.027
52 1:LOAD CASE -134.528 0.145 -0.251 -0.000 -0.332 -0.192
2:LOAD CASE -18.635 0.010 -0.018 -0.000 -0.023 -0.013
101 50 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.904
2:LOAD CASE -0.340 0.019 0.016 -0.006 -0.024 0.069
53 1:LOAD CASE -0.155 3.974 -0.009 0.004 -0.014 -1.870
2:LOAD CASE 0.340 -0.019 -0.016 0.006 -0.023 -0.011
102 51 1:LOAD CASE -0.244 3.986 0.001 -0.000 -0.001 1.871
2:LOAD CASE 0.091 0.001 0.002 -0.000 -0.002 -0.007
54 1:LOAD CASE 0.244 3.984 -0.001 0.000 -0.001 -1.869
2:LOAD CASE -0.091 -0.001 -0.002 0.000 -0.002 0.011
104 16 1:LOAD CASE 83.872 0.199 0.323 0.031 -0.540 0.406
2:LOAD CASE 18.635 0.150 0.224 0.052 -0.638 0.527
53 1:LOAD CASE -95.444 -0.199 -0.323 -0.031 -0.753 0.388
2:LOAD CASE -18.635 -0.150 -0.224 -0.052 -0.260 0.071
105 53 1:LOAD CASE 103.414 0.268 0.462 0.003 -0.898 0.527
2:LOAD CASE 18.635 -0.034 -0.062 0.005 0.197 -0.100
54 1:LOAD CASE -114.986 -0.268 -0.462 -0.003 -0.950 0.545
2:LOAD CASE -18.635 0.034 0.062 -0.005 0.053 -0.036
106 54 1:LOAD CASE 122.956 0.145 0.251 0.000 -0.671 0.388
2:LOAD CASE 18.635 0.010 0.017 0.000 -0.047 0.028
55 1:LOAD CASE -134.528 -0.145 -0.251 -0.000 -0.332 0.191
2:LOAD CASE -18.635 -0.010 -0.017 -0.000 -0.023 0.013
108 53 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.904
2:LOAD CASE -0.340 0.019 0.016 -0.006 -0.024 0.069
56 1:LOAD CASE -0.155 3.974 -0.009 0.004 -0.014 -1.870
2:LOAD CASE 0.340 -0.019 -0.016 0.006 -0.024 -0.011
109 54 1:LOAD CASE -0.244 3.986 0.001 -0.000 -0.001 1.871
2:LOAD CASE 0.091 0.001 0.002 -0.000 -0.002 -0.007
57 1:LOAD CASE 0.244 3.984 -0.001 0.000 -0.001 -1.869
2:LOAD CASE -0.091 -0.001 -0.002 0.000 -0.002 0.011
111 20 1:LOAD CASE 83.872 0.379 -0.010 0.031 0.081 0.671
2:LOAD CASE 18.635 0.269 -0.017 0.052 0.138 0.816
56 1:LOAD CASE -95.444 -0.379 0.010 -0.031 -0.040 0.846
2:LOAD CASE -18.635 -0.269 0.017 -0.052 -0.068 0.261
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File Date/Time
53
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 53 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
112 56 1:LOAD CASE 103.414 0.534 -0.001 0.003 0.007 1.041
2:LOAD CASE 18.635 -0.071 -0.002 0.005 0.012 -0.220
57 1:LOAD CASE -114.986 -0.534 0.001 -0.003 -0.003 1.095
2:LOAD CASE -18.635 0.071 0.002 -0.005 -0.005 -0.064
113 57 1:LOAD CASE 122.956 0.290 -0.000 0.000 0.001 0.775
2:LOAD CASE 18.635 0.020 -0.000 0.000 0.001 0.055
58 1:LOAD CASE -134.528 -0.290 0.000 -0.000 -0.000 0.383
2:LOAD CASE -18.635 -0.020 0.000 -0.000 -0.000 0.026
115 56 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.9042:LOAD CASE -0.340 0.019 0.016 -0.006 -0.023 0.069
59 1:LOAD CASE -0.155 3.974 -0.009 0.004 -0.014 -1.870
2:LOAD CASE 0.340 -0.019 -0.016 0.006 -0.023 -0.011
116 57 1:LOAD CASE -0.244 3.986 0.001 -0.000 -0.001 1.871
2:LOAD CASE 0.091 0.001 0.002 -0.000 -0.002 -0.007
60 1:LOAD CASE 0.244 3.984 -0.001 0.000 -0.001 -1.869
2:LOAD CASE -0.091 -0.001 -0.002 0.000 -0.002 0.011
118 24 1:LOAD CASE 83.872 0.181 -0.334 0.031 0.622 0.265
2:LOAD CASE 18.635 0.119 -0.242 0.052 0.776 0.289
59 1:LOAD CASE -95.444 -0.181 0.334 -0.031 0.713 0.458
2:LOAD CASE -18.635 -0.119 0.242 -0.052 0.192 0.189
119 59 1:LOAD CASE 103.414 0.266 -0.463 0.003 0.905 0.514
2:LOAD CASE 18.635 -0.037 0.061 0.005 -0.185 -0.121
60 1:LOAD CASE -114.986 -0.266 0.463 -0.003 0.947 0.550
2:LOAD CASE -18.635 0.037 -0.061 -0.005 -0.057 -0.028
120 60 1:LOAD CASE 122.956 0.145 -0.251 0.000 0.672 0.387
2:LOAD CASE 18.635 0.010 -0.018 0.000 0.048 0.027
61 1:LOAD CASE -134.528 -0.145 0.251 -0.000 0.332 0.192
2:LOAD CASE -18.635 -0.010 0.018 -0.000 0.023 0.013
122 59 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.904
2:LOAD CASE -0.340 0.019 0.016 -0.006 -0.024 0.069
62 1:LOAD CASE -0.155 3.974 -0.009 0.004 -0.014 -1.870
2:LOAD CASE 0.340 -0.019 -0.016 0.006 -0.023 -0.011
123 60 1:LOAD CASE -0.244 3.986 0.001 -0.000 -0.001 1.871
2:LOAD CASE 0.091 0.001 0.002 -0.000 -0.002 -0.007
63 1:LOAD CASE 0.244 3.984 -0.001 0.000 -0.001 -1.869
2:LOAD CASE -0.091 -0.001 -0.002 0.000 -0.002 0.011
125 4 1:LOAD CASE 83.872 -0.199 -0.323 0.031 0.540 -0.406
2:LOAD CASE 18.635 -0.150 -0.224 0.052 0.638 -0.527
62 1:LOAD CASE -95.444 0.199 0.323 -0.031 0.753 -0.388
2:LOAD CASE -18.635 0.150 0.224 -0.052 0.260 -0.071
126 62 1:LOAD CASE 103.414 -0.268 -0.462 0.003 0.898 -0.527
2:LOAD CASE 18.635 0.034 0.062 0.005 -0.197 0.100
63 1:LOAD CASE -114.986 0.268 0.462 -0.003 0.950 -0.545
2:LOAD CASE -18.635 -0.034 -0.062 -0.005 -0.053 0.036
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Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
127 63 1:LOAD CASE 122.956 -0.145 -0.251 0.000 0.671 -0.388
2:LOAD CASE 18.635 -0.010 -0.017 0.000 0.047 -0.028
64 1:LOAD CASE -134.528 0.145 0.251 -0.000 0.332 -0.191
2:LOAD CASE -18.635 0.010 0.017 -0.000 0.023 -0.013
129 62 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.904
2:LOAD CASE -0.340 0.019 0.016 -0.006 -0.024 0.069
65 1:LOAD CASE -0.155 3.974 -0.009 0.004 -0.014 -1.870
2:LOAD CASE 0.340 -0.019 -0.016 0.006 -0.024 -0.011
130 63 1:LOAD CASE -0.244 3.986 0.001 -0.000 -0.001 1.8712:LOAD CASE 0.091 0.001 0.002 -0.000 -0.002 -0.007
66 1:LOAD CASE 0.244 3.984 -0.001 0.000 -0.001 -1.869
2:LOAD CASE -0.091 -0.001 -0.002 0.000 -0.002 0.011
132 8 1:LOAD CASE 83.872 -0.379 0.010 0.031 -0.081 -0.671
2:LOAD CASE 18.635 -0.269 0.017 0.052 -0.138 -0.816
65 1:LOAD CASE -95.444 0.379 -0.010 -0.031 0.040 -0.846
2:LOAD CASE -18.635 0.269 -0.017 -0.052 0.068 -0.261
133 65 1:LOAD CASE 103.414 -0.534 0.001 0.003 -0.007 -1.041
2:LOAD CASE 18.635 0.071 0.002 0.005 -0.012 0.220
66 1:LOAD CASE -114.986 0.534 -0.001 -0.003 0.003 -1.095
2:LOAD CASE -18.635 -0.071 -0.002 -0.005 0.005 0.064
134 66 1:LOAD CASE 122.956 -0.290 0.000 0.000 -0.001 -0.775
2:LOAD CASE 18.635 -0.020 0.000 0.000 -0.001 -0.055
67 1:LOAD CASE -134.528 0.290 -0.000 -0.000 0.000 -0.383
2:LOAD CASE -18.635 0.020 -0.000 -0.000 0.000 -0.026
136 65 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.904
2:LOAD CASE -0.340 0.019 0.016 -0.006 -0.023 0.069
50 1:LOAD CASE -0.155 3.974 -0.009 0.004 -0.014 -1.870
2:LOAD CASE 0.340 -0.019 -0.016 0.006 -0.023 -0.011
137 66 1:LOAD CASE -0.244 3.986 0.001 -0.000 -0.001 1.871
2:LOAD CASE 0.091 0.001 0.002 -0.000 -0.002 -0.007
51 1:LOAD CASE 0.244 3.984 -0.001 0.000 -0.001 -1.869
2:LOAD CASE -0.091 -0.001 -0.002 0.000 -0.002 0.011
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Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tensionvalue for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
Max Fx 120 61 1:LOAD CASE 134.528 0.145 -0.251 0.000 -0.332 -0.192
Min Fx 40 41 2:LOAD CASE -19.976 2.361 0.096 -0.052 -0.059 1.037
Max Fy 7 8 1:LOAD CASE 2.554 5.213 0.641 -0.130 -0.145 1.825
Min Fy 130 66 1:LOAD CASE -0.244 -3.984 0.001 -0.000 0.001 1.869
Max Fz 11 12 1:LOAD CASE 2.555 5.213 0.641 -0.130 -0.145 1.825
Min Fz 38 39 1:LOAD CASE 0.162 3.635 -0.530 -0.126 0.340 1.167
Max Mx 31 32 1:LOAD CASE 0.122 1.282 0.624 0.056 -0.113 0.238
Min Mx 11 12 1:LOAD CASE 2.555 5.213 0.641 -0.130 -0.145 1.825
Max My 105 54 1:LOAD CASE 114.986 0.268 0.462 0.003 0.950 -0.545
Min My 126 63 1:LOAD CASE 114.986 -0.268 -0.462 0.003 -0.950 0.545
Max Mz 115 56 1:LOAD CASE 0.155 3.996 0.009 -0.004 -0.014 1.904
Min Mz 7 9 2:LOAD CASE -7.672 3.742 0.193 -0.052 0.100 -1.587
Beam Force DetailSign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beamend A.
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN
-
m)
My
(kN
-
m)
Mz
(kN
-
m)1 1:LOAD CASE 0.000 -5.383 2.616 -0.300 -0.016 0.011 0.631
0.078 -5.383 2.408 -0.300 -0.016 -0.012 0.435
0.157 -5.383 2.200 -0.300 -0.016 -0.036 0.255
0.235 -5.383 1.992 -0.300 -0.016 -0.059 0.091
0.313 -5.383 1.784 -0.300 -0.016 -0.082 -0.057
0.392 -5.383 1.576 -0.300 -0.016 -0.106 -0.190
0.470 -5.383 1.368 -0.300 -0.016 -0.129 -0.304
0.548 -5.383 1.160 -0.300 -0.016 -0.153 -0.403
0.627 -5.383 0.952 -0.300 -0.016 -0.176 -0.485
0.705 -5.383 0.744 -0.300 -0.016 -0.200 -0.552
0.783 -5.383 0.535 -0.300 -0.016 -0.223 -0.603
2:LOAD CASE 0.000 -9.410 3.188 0.062 -0.076 -0.048 1.089
0.078 -9.410 3.188 0.062 -0.076 -0.043 0.839 0.157 -9.410 3.188 0.062 -0.076 -0.038 0.589
0.235 -9.410 3.188 0.062 -0.076 -0.033 0.339
0.313 -9.410 3.188 0.062 -0.076 -0.028 0.090
0.392 -9.410 3.188 0.062 -0.076 -0.023 -0.160
0.470 -9.410 3.188 0.062 -0.076 -0.019 -0.410
0.548 -9.410 3.188 0.062 -0.076 -0.014 -0.659
0.627 -9.410 3.188 0.062 -0.076 -0.009 -0.909
0.705 -9.410 3.188 0.062 -0.076 -0.004 -1.159
0.783 -9.410 3.188 0.062 -0.076 0.001 -1.408
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
2 1:LOAD CASE 0.000 2.568 0.673 -0.494 0.035 0.299 0.056
0.078 2.568 0.464 -0.494 0.035 0.260 0.012
0.157 2.568 0.256 -0.494 0.035 0.222 -0.015
0.235 2.568 0.048 -0.494 0.035 0.183 -0.027
0.313 2.568 -0.160 -0.494 0.035 0.144 -0.023
0.392 2.568 -0.368 -0.494 0.035 0.106 -0.004
0.470 2.568 -0.576 -0.494 0.035 0.067 0.034
0.548 2.568 -0.784 -0.494 0.035 0.028 0.088
0.627 2.568 -0.992 -0.494 0.035 -0.010 0.158 0.705 2.568 -1.200 -0.494 0.035 -0.049 0.243
0.783 2.568 -1.408 -0.494 0.035 -0.088 0.344
2:LOAD CASE 0.000 -7.648 2.702 0.055 -0.106 0.001 0.952
0.078 -7.648 2.702 0.055 -0.106 0.006 0.740
0.157 -7.648 2.702 0.055 -0.106 0.010 0.528
0.235 -7.648 2.702 0.055 -0.106 0.014 0.317
0.313 -7.648 2.702 0.055 -0.106 0.019 0.105
0.392 -7.648 2.702 0.055 -0.106 0.023 -0.107
0.470 -7.648 2.702 0.055 -0.106 0.027 -0.318
0.548 -7.648 2.702 0.055 -0.106 0.031 -0.530
0.627 -7.648 2.702 0.055 -0.106 0.036 -0.741
0.705 -7.648 2.702 0.055 -0.106 0.040 -0.953
0.783 -7.648 2.702 0.055 -0.106 0.044 -1.165
3 1:LOAD CASE 0.000 2.555 5.213 0.641 -0.130 -0.145 1.825
0.078 2.555 5.005 0.641 -0.130 -0.095 1.426
0.157 2.555 4.796 0.641 -0.130 -0.045 1.043
0.235 2.555 4.588 0.641 -0.130 0.006 0.675
0.313 2.555 4.380 0.641 -0.130 0.056 0.324
0.392 2.555 4.172 0.641 -0.130 0.106 -0.012
0.470 2.555 3.964 0.641 -0.130 0.156 -0.330
0.548 2.555 3.756 0.641 -0.130 0.207 -0.632
0.627 2.555 3.548 0.641 -0.130 0.257 -0.918
0.705 2.555 3.340 0.641 -0.130 0.307 -1.188
0.783 2.555 3.132 0.641 -0.130 0.357 -1.442
2:LOAD CASE 0.000 -7.672 3.742 0.193 -0.053 -0.052 1.344
0.078 -7.672 3.742 0.193 -0.053 -0.037 1.051
0.157 -7.672 3.742 0.193 -0.053 -0.022 0.758
0.235 -7.672 3.742 0.193 -0.053 -0.006 0.465
0.313 -7.672 3.742 0.193 -0.053 0.009 0.172
0.392 -7.672 3.742 0.193 -0.053 0.024 -0.121
0.470 -7.672 3.742 0.193 -0.053 0.039 -0.414
0.548 -7.672 3.742 0.193 -0.053 0.054 -0.708
0.627 -7.672 3.742 0.193 -0.053 0.069 -1.001
0.705 -7.672 3.742 0.193 -0.053 0.084 -1.294
0.783 -7.672 3.742 0.193 -0.053 0.100 -1.587
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
4 1:LOAD CASE 0.000 -5.390 3.318 0.444 -0.078 -0.280 0.906
0.078 -5.390 3.110 0.444 -0.078 -0.245 0.655
0.157 -5.390 2.902 0.444 -0.078 -0.210 0.420
0.235 -5.390 2.694 0.444 -0.078 -0.175 0.201
0.313 -5.390 2.486 0.444 -0.078 -0.141 -0.002
0.392 -5.390 2.277 0.444 -0.078 -0.106 -0.190
0.470 -5.390 2.069 0.444 -0.078 -0.071 -0.359
0.548 -5.390 1.861 0.444 -0.078 -0.036 -0.512
0.627 -5.390 1.653 0.444 -0.078 -0.001 -0.650 0.705 -5.390 1.445 0.444 -0.078 0.033 -0.772
0.783 -5.390 1.237 0.444 -0.078 0.068 -0.878
2:LOAD CASE 0.000 -9.423 3.337 0.185 -0.084 -0.096 1.147
0.078 -9.423 3.337 0.185 -0.084 -0.081 0.885
0.157 -9.423 3.337 0.185 -0.084 -0.067 0.624
0.235 -9.423 3.337 0.185 -0.084 -0.052 0.363
0.313 -9.423 3.337 0.185 -0.084 -0.038 0.101
0.392 -9.423 3.337 0.185 -0.084 -0.023 -0.160
0.470 -9.423 3.337 0.185 -0.084 -0.009 -0.422
0.548 -9.423 3.337 0.185 -0.084 0.006 -0.683
0.627 -9.423 3.337 0.185 -0.084 0.020 -0.944
0.705 -9.423 3.337 0.185 -0.084 0.035 -1.206
0.783 -9.423 3.337 0.185 -0.084 0.049 -1.467
5 1:LOAD CASE 0.000 -5.383 2.616 -0.300 -0.016 0.011 0.631
0.078 -5.383 2.408 -0.300 -0.016 -0.012 0.435
0.157 -5.383 2.200 -0.300 -0.016 -0.035 0.255
0.235 -5.383 1.992 -0.300 -0.016 -0.059 0.091
0.313 -5.383 1.784 -0.300 -0.016 -0.082 -0.057
0.392 -5.383 1.576 -0.300 -0.016 -0.106 -0.190
0.470 -5.383 1.368 -0.300 -0.016 -0.129 -0.304
0.548 -5.383 1.160 -0.300 -0.016 -0.153 -0.403
0.627 -5.383 0.952 -0.300 -0.016 -0.176 -0.485
0.705 -5.383 0.744 -0.300 -0.016 -0.200 -0.552
0.783 -5.383 0.536 -0.300 -0.016 -0.223 -0.603
2:LOAD CASE 0.000 -9.410 3.188 0.062 -0.076 -0.048 1.089
0.078 -9.410 3.188 0.062 -0.076 -0.043 0.839
0.157 -9.410 3.188 0.062 -0.076 -0.038 0.589
0.235 -9.410 3.188 0.062 -0.076 -0.033 0.339
0.313 -9.410 3.188 0.062 -0.076 -0.028 0.090
0.392 -9.410 3.188 0.062 -0.076 -0.023 -0.160
0.470 -9.410 3.188 0.062 -0.076 -0.019 -0.410
0.548 -9.410 3.188 0.062 -0.076 -0.014 -0.659
0.627 -9.410 3.188 0.062 -0.076 -0.009 -0.909
0.705 -9.410 3.188 0.062 -0.076 -0.004 -1.159
0.783 -9.410 3.188 0.062 -0.076 0.001 -1.409
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
6 1:LOAD CASE 0.000 2.568 0.672 -0.494 0.035 0.299 0.056
0.078 2.568 0.464 -0.494 0.035 0.260 0.012
0.157 2.568 0.256 -0.494 0.035 0.222 -0.015
0.235 2.568 0.048 -0.494 0.035 0.183 -0.027
0.313 2.568 -0.160 -0.494 0.035 0.144 -0.023
0.392 2.568 -0.368 -0.494 0.035 0.106 -0.004
0.470 2.568 -0.576 -0.494 0.035 0.067 0.034
0.548 2.568 -0.784 -0.494 0.035 0.028 0.088
0.627 2.568 -0.992 -0.494 0.035 -0.010 0.158 0.705 2.568 -1.200 -0.494 0.035 -0.049 0.243
0.783 2.568 -1.408 -0.494 0.035 -0.088 0.344
2:LOAD CASE 0.000 -7.648 2.702 0.055 -0.106 0.001 0.952
0.078 -7.648 2.702 0.055 -0.106 0.006 0.740
0.157 -7.648 2.702 0.055 -0.106 0.010 0.528
0.235 -7.648 2.702 0.055 -0.106 0.014 0.317
0.313 -7.648 2.702 0.055 -0.106 0.019 0.105
0.392 -7.648 2.702 0.055 -0.106 0.023 -0.107
0.470 -7.648 2.702 0.055 -0.106 0.027 -0.318
0.548 -7.648 2.702 0.055 -0.106 0.031 -0.530
0.627 -7.648 2.702 0.055 -0.106 0.036 -0.741
0.705 -7.648 2.702 0.055 -0.106 0.040 -0.953
0.783 -7.648 2.702 0.055 -0.106 0.044 -1.165
7 1:LOAD CASE 0.000 2.554 5.213 0.641 -0.130 -0.145 1.825
0.078 2.554 5.005 0.641 -0.130 -0.095 1.426
0.157 2.554 4.797 0.641 -0.130 -0.045 1.043
0.235 2.554 4.589 0.641 -0.130 0.006 0.675
0.313 2.554 4.380 0.641 -0.130 0.056 0.324
0.392 2.554 4.172 0.641 -0.130 0.106 -0.012
0.470 2.554 3.964 0.641 -0.130 0.156 -0.330
0.548 2.554 3.756 0.641 -0.130 0.207 -0.632
0.627 2.554 3.548 0.641 -0.130 0.257 -0.918
0.705 2.554 3.340 0.641 -0.130 0.307 -1.188
0.783 2.554 3.132 0.641 -0.130 0.357 -1.442
2:LOAD CASE 0.000 -7.672 3.742 0.193 -0.052 -0.052 1.344
0.078 -7.672 3.742 0.193 -0.052 -0.037 1.051
0.157 -7.672 3.742 0.193 -0.052 -0.022 0.758
0.235 -7.672 3.742 0.193 -0.052 -0.006 0.465
0.313 -7.672 3.742 0.193 -0.052 0.009 0.172
0.392 -7.672 3.742 0.193 -0.052 0.024 -0.121
0.470 -7.672 3.742 0.193 -0.052 0.039 -0.414
0.548 -7.672 3.742 0.193 -0.052 0.054 -0.708
0.627 -7.672 3.742 0.193 -0.052 0.069 -1.001
0.705 -7.672 3.742 0.193 -0.052 0.084 -1.294
0.783 -7.672 3.742 0.193 -0.052 0.100 -1.587
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
8 1:LOAD CASE 0.000 -5.390 3.318 0.444 -0.078 -0.280 0.906
0.078 -5.390 3.110 0.444 -0.078 -0.245 0.655
0.157 -5.390 2.902 0.444 -0.078 -0.210 0.420
0.235 -5.390 2.694 0.444 -0.078 -0.175 0.201
0.313 -5.390 2.485 0.444 -0.078 -0.141 -0.002
0.392 -5.390 2.277 0.444 -0.078 -0.106 -0.190
0.470 -5.390 2.069 0.444 -0.078 -0.071 -0.359
0.548 -5.390 1.861 0.444 -0.078 -0.036 -0.512
0.627 -5.390 1.653 0.444 -0.078 -0.001 -0.650 0.705 -5.390 1.445 0.444 -0.078 0.033 -0.772
0.783 -5.390 1.237 0.444 -0.078 0.068 -0.878
2:LOAD CASE 0.000 -9.423 3.337 0.185 -0.084 -0.096 1.147
0.078 -9.423 3.337 0.185 -0.084 -0.081 0.885
0.157 -9.423 3.337 0.185 -0.084 -0.067 0.624
0.235 -9.423 3.337 0.185 -0.084 -0.052 0.363
0.313 -9.423 3.337 0.185 -0.084 -0.038 0.101
0.392 -9.423 3.337 0.185 -0.084 -0.023 -0.160
0.470 -9.423 3.337 0.185 -0.084 -0.009 -0.422
0.548 -9.423 3.337 0.185 -0.084 0.006 -0.683
0.627 -9.423 3.337 0.185 -0.084 0.020 -0.944
0.705 -9.423 3.337 0.185 -0.084 0.035 -1.206
0.783 -9.423 3.337 0.185 -0.084 0.049 -1.467
9 1:LOAD CASE 0.000 -5.383 2.616 -0.300 -0.016 0.011 0.631
0.078 -5.383 2.408 -0.300 -0.016 -0.012 0.435
0.157 -5.383 2.200 -0.300 -0.016 -0.035 0.255
0.235 -5.383 1.992 -0.300 -0.016 -0.059 0.091
0.313 -5.383 1.784 -0.300 -0.016 -0.082 -0.057
0.392 -5.383 1.576 -0.300 -0.016 -0.106 -0.190
0.470 -5.383 1.368 -0.300 -0.016 -0.129 -0.304
0.548 -5.383 1.160 -0.300 -0.016 -0.153 -0.403
0.627 -5.383 0.952 -0.300 -0.016 -0.176 -0.485
0.705 -5.383 0.744 -0.300 -0.016 -0.200 -0.552
0.783 -5.383 0.535 -0.300 -0.016 -0.223 -0.603
2:LOAD CASE 0.000 -9.410 3.188 0.062 -0.076 -0.048 1.089
0.078 -9.410 3.188 0.062 -0.076 -0.043 0.839
0.157 -9.410 3.188 0.062 -0.076 -0.038 0.589
0.235 -9.410 3.188 0.062 -0.076 -0.033 0.339
0.313 -9.410 3.188 0.062 -0.076 -0.028 0.090
0.392 -9.410 3.188 0.062 -0.076 -0.023 -0.160
0.470 -9.410 3.188 0.062 -0.076 -0.019 -0.410
0.548 -9.410 3.188 0.062 -0.076 -0.014 -0.659
0.627 -9.410 3.188 0.062 -0.076 -0.009 -0.909
0.705 -9.410 3.188 0.062 -0.076 -0.004 -1.159
0.783 -9.410 3.188 0.062 -0.076 0.001 -1.409
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Print Time/Date: 27/09/2015 18:01 Print Run 60 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
10 1:LOAD CASE 0.000 2.568 0.672 -0.494 0.035 0.299 0.056
0.078 2.568 0.464 -0.494 0.035 0.260 0.012
0.157 2.568 0.256 -0.494 0.035 0.222 -0.015
0.235 2.568 0.048 -0.494 0.035 0.183 -0.027
0.313 2.568 -0.160 -0.494 0.035 0.144 -0.023
0.392 2.568 -0.368 -0.494 0.035 0.106 -0.004
0.470 2.568 -0.576 -0.494 0.035 0.067 0.034
0.548 2.568 -0.784 -0.494 0.035 0.028 0.088
0.627 2.568 -0.992 -0.494 0.035 -0.010 0.158 0.705 2.568 -1.200 -0.494 0.035 -0.049 0.243
0.783 2.568 -1.408 -0.494 0.035 -0.088 0.344
2:LOAD CASE 0.000 -7.648 2.702 0.055 -0.106 0.001 0.952
0.078 -7.648 2.702 0.055 -0.106 0.006 0.740
0.157 -7.648 2.702 0.055 -0.106 0.010 0.528
0.235 -7.648 2.702 0.055 -0.106 0.014 0.317
0.313 -7.648 2.702 0.055 -0.106 0.019 0.105
0.392 -7.648 2.702 0.055 -0.106 0.023 -0.107
0.470 -7.648 2.702 0.055 -0.106 0.027 -0.318
0.548 -7.648 2.702 0.055 -0.106 0.031 -0.530
0.627 -7.648 2.702 0.055 -0.106 0.036 -0.741
0.705 -7.648 2.702 0.055 -0.106 0.040 -0.953
0.783 -7.648 2.702 0.055 -0.106 0.044 -1.165
11 1:LOAD CASE 0.000 2.555 5.213 0.641 -0.130 -0.145 1.825
0.078 2.555 5.005 0.641 -0.130 -0.095 1.426
0.157 2.555 4.796 0.641 -0.130 -0.045 1.043
0.235 2.555 4.588 0.641 -0.130 0.006 0.675
0.313 2.555 4.380 0.641 -0.130 0.056 0.324
0.392 2.555 4.172 0.641 -0.130 0.106 -0.012
0.470 2.555 3.964 0.641 -0.130 0.156 -0.330
0.548 2.555 3.756 0.641 -0.130 0.207 -0.632
0.627 2.555 3.548 0.641 -0.130 0.257 -0.918
0.705 2.555 3.340 0.641 -0.130 0.307 -1.188
0.783 2.555 3.132 0.641 -0.130 0.357 -1.442
2:LOAD CASE 0.000 -7.672 3.742 0.193 -0.053 -0.052 1.344
0.078 -7.672 3.742 0.193 -0.053 -0.037 1.051
0.157 -7.672 3.742 0.193 -0.053 -0.022 0.758
0.235 -7.672 3.742 0.193 -0.053 -0.006 0.465
0.313 -7.672 3.742 0.193 -0.053 0.009 0.172
0.392 -7.672 3.742 0.193 -0.053 0.024 -0.121
0.470 -7.672 3.742 0.193 -0.053 0.039 -0.414
0.548 -7.672 3.742 0.193 -0.053 0.054 -0.708
0.627 -7.672 3.742 0.193 -0.053 0.069 -1.001
0.705 -7.672 3.742 0.193 -0.053 0.084 -1.294
0.783 -7.672 3.742 0.193 -0.053 0.100 -1.587
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Print Time/Date: 27/09/2015 18:01 Print Run 61 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
12 1:LOAD CASE 0.000 -5.390 3.318 0.444 -0.078 -0.280 0.906
0.078 -5.390 3.110 0.444 -0.078 -0.245 0.655
0.157 -5.390 2.902 0.444 -0.078 -0.210 0.420
0.235 -5.390 2.694 0.444 -0.078 -0.175 0.201
0.313 -5.390 2.486 0.444 -0.078 -0.141 -0.002
0.392 -5.390 2.277 0.444 -0.078 -0.106 -0.190
0.470 -5.390 2.069 0.444 -0.078 -0.071 -0.359
0.548 -5.390 1.861 0.444 -0.078 -0.036 -0.513
0.627 -5.390 1.653 0.444 -0.078 -0.001 -0.650 0.705 -5.390 1.445 0.444 -0.078 0.033 -0.772
0.783 -5.390 1.237 0.444 -0.078 0.068 -0.878
2:LOAD CASE 0.000 -9.423 3.337 0.185 -0.084 -0.096 1.147
0.078 -9.423 3.337 0.185 -0.084 -0.081 0.885
0.157 -9.423 3.337 0.185 -0.084 -0.067 0.624
0.235 -9.423 3.337 0.185 -0.084 -0.052 0.363
0.313 -9.423 3.337 0.185 -0.084 -0.038 0.101
0.392 -9.423 3.337 0.185 -0.084 -0.023 -0.160
0.470 -9.423 3.337 0.185 -0.084 -0.009 -0.422
0.548 -9.423 3.337 0.185 -0.084 0.006 -0.683
0.627 -9.423 3.337 0.185 -0.084 0.020 -0.944
0.705 -9.423 3.337 0.185 -0.084 0.035 -1.206
0.783 -9.423 3.337 0.185 -0.084 0.049 -1.467
13 1:LOAD CASE 0.000 -5.383 2.616 -0.300 -0.016 0.011 0.631
0.078 -5.383 2.408 -0.300 -0.016 -0.012 0.435
0.157 -5.383 2.200 -0.300 -0.016 -0.036 0.255
0.235 -5.383 1.992 -0.300 -0.016 -0.059 0.091
0.313 -5.383 1.784 -0.300 -0.016 -0.082 -0.057
0.392 -5.383 1.576 -0.300 -0.016 -0.106 -0.190
0.470 -5.383 1.368 -0.300 -0.016 -0.129 -0.304
0.548 -5.383 1.160 -0.300 -0.016 -0.153 -0.403
0.627 -5.383 0.952 -0.300 -0.016 -0.176 -0.485
0.705 -5.383 0.744 -0.300 -0.016 -0.200 -0.552
0.783 -5.383 0.535 -0.300 -0.016 -0.223 -0.603
2:LOAD CASE 0.000 -9.410 3.188 0.062 -0.076 -0.048 1.089
0.078 -9.410 3.188 0.062 -0.076 -0.043 0.839
0.157 -9.410 3.188 0.062 -0.076 -0.038 0.589
0.235 -9.410 3.188 0.062 -0.076 -0.033 0.339
0.313 -9.410 3.188 0.062 -0.076 -0.028 0.090
0.392 -9.410 3.188 0.062 -0.076 -0.023 -0.160
0.470 -9.410 3.188 0.062 -0.076 -0.019 -0.410
0.548 -9.410 3.188 0.062 -0.076 -0.014 -0.659
0.627 -9.410 3.188 0.062 -0.076 -0.009 -0.909
0.705 -9.410 3.188 0.062 -0.076 -0.004 -1.159
0.783 -9.410 3.188 0.062 -0.076 0.001 -1.408
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Print Time/Date: 27/09/2015 18:01 Print Run 62 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
14 1:LOAD CASE 0.000 2.568 0.673 -0.494 0.035 0.299 0.056
0.078 2.568 0.464 -0.494 0.035 0.260 0.012
0.157 2.568 0.256 -0.494 0.035 0.222 -0.015
0.235 2.568 0.048 -0.494 0.035 0.183 -0.027
0.313 2.568 -0.160 -0.494 0.035 0.144 -0.023
0.392 2.568 -0.368 -0.494 0.035 0.106 -0.004
0.470 2.568 -0.576 -0.494 0.035 0.067 0.034
0.548 2.568 -0.784 -0.494 0.035 0.028 0.088
0.627 2.568 -0.992 -0.494 0.035 -0.010 0.158 0.705 2.568 -1.200 -0.494 0.035 -0.049 0.243
0.783 2.568 -1.408 -0.494 0.035 -0.088 0.344
2:LOAD CASE 0.000 -7.648 2.702 0.055 -0.106 0.001 0.952
0.078 -7.648 2.702 0.055 -0.106 0.006 0.740
0.157 -7.648 2.702 0.055 -0.106 0.010 0.528
0.235 -7.648 2.702 0.055 -0.106 0.014 0.317
0.313 -7.648 2.702 0.055 -0.106 0.019 0.105
0.392 -7.648 2.702 0.055 -0.106 0.023 -0.107
0.470 -7.648 2.702 0.055 -0.106 0.027 -0.318
0.548 -7.648 2.702 0.055 -0.106 0.031 -0.530
0.627 -7.648 2.702 0.055 -0.106 0.036 -0.741
0.705 -7.648 2.702 0.055 -0.106 0.040 -0.953
0.783 -7.648 2.702 0.055 -0.106 0.044 -1.165
15 1:LOAD CASE 0.000 2.554 5.213 0.641 -0.130 -0.145 1.825
0.078 2.554 5.005 0.641 -0.130 -0.095 1.426
0.157 2.554 4.796 0.641 -0.130 -0.045 1.043
0.235 2.554 4.588 0.641 -0.130 0.006 0.675
0.313 2.554 4.380 0.641 -0.130 0.056 0.324
0.392 2.554 4.172 0.641 -0.130 0.106 -0.012
0.470 2.554 3.964 0.641 -0.130 0.156 -0.330
0.548 2.554 3.756 0.641 -0.130 0.207 -0.632
0.627 2.554 3.548 0.641 -0.130 0.257 -0.918
0.705 2.554 3.340 0.641 -0.130 0.307 -1.188
0.783 2.554 3.132 0.641 -0.130 0.357 -1.442
2:LOAD CASE 0.000 -7.672 3.742 0.193 -0.053 -0.052 1.344
0.078 -7.672 3.742 0.193 -0.053 -0.037 1.051
0.157 -7.672 3.742 0.193 -0.053 -0.022 0.758
0.235 -7.672 3.742 0.193 -0.053 -0.006 0.465
0.313 -7.672 3.742 0.193 -0.053 0.009 0.172
0.392 -7.672 3.742 0.193 -0.053 0.024 -0.121
0.470 -7.672 3.742 0.193 -0.053 0.039 -0.414
0.548 -7.672 3.742 0.193 -0.053 0.054 -0.708
0.627 -7.672 3.742 0.193 -0.053 0.069 -1.001
0.705 -7.672 3.742 0.193 -0.053 0.084 -1.294
0.783 -7.672 3.742 0.193 -0.053 0.100 -1.587
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Print Time/Date: 27/09/2015 18:01 Print Run 63 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
16 1:LOAD CASE 0.000 -5.390 3.318 0.444 -0.078 -0.280 0.906
0.078 -5.390 3.110 0.444 -0.078 -0.245 0.655
0.157 -5.390 2.902 0.444 -0.078 -0.210 0.420
0.235 -5.390 2.694 0.444 -0.078 -0.175 0.201
0.313 -5.390 2.486 0.444 -0.078 -0.141 -0.002
0.392 -5.390 2.277 0.444 -0.078 -0.106 -0.190
0.470 -5.390 2.069 0.444 -0.078 -0.071 -0.359
0.548 -5.390 1.861 0.444 -0.078 -0.036 -0.512
0.627 -5.390 1.653 0.444 -0.078 -0.001 -0.650 0.705 -5.390 1.445 0.444 -0.078 0.033 -0.772
0.783 -5.390 1.237 0.444 -0.078 0.068 -0.878
2:LOAD CASE 0.000 -9.423 3.337 0.185 -0.084 -0.096 1.147
0.078 -9.423 3.337 0.185 -0.084 -0.081 0.885
0.157 -9.423 3.337 0.185 -0.084 -0.067 0.624
0.235 -9.423 3.337 0.185 -0.084 -0.052 0.363
0.313 -9.423 3.337 0.185 -0.084 -0.038 0.101
0.392 -9.423 3.337 0.185 -0.084 -0.023 -0.160
0.470 -9.423 3.337 0.185 -0.084 -0.009 -0.422
0.548 -9.423 3.337 0.185 -0.084 0.006 -0.683
0.627 -9.423 3.337 0.185 -0.084 0.020 -0.944
0.705 -9.423 3.337 0.185 -0.084 0.035 -1.206
0.783 -9.423 3.337 0.185 -0.084 0.049 -1.467
17 1:LOAD CASE 0.000 -5.383 2.616 -0.300 -0.016 0.011 0.631
0.078 -5.383 2.408 -0.300 -0.016 -0.012 0.435
0.157 -5.383 2.200 -0.300 -0.016 -0.035 0.255
0.235 -5.383 1.992 -0.300 -0.016 -0.059 0.091
0.313 -5.383 1.784 -0.300 -0.016 -0.082 -0.057
0.392 -5.383 1.576 -0.300 -0.016 -0.106 -0.190
0.470 -5.383 1.368 -0.300 -0.016 -0.129 -0.304
0.548 -5.383 1.160 -0.300 -0.016 -0.153 -0.403
0.627 -5.383 0.952 -0.300 -0.016 -0.176 -0.485
0.705 -5.383 0.744 -0.300 -0.016 -0.200 -0.552
0.783 -5.383 0.535 -0.300 -0.016 -0.223 -0.603
2:LOAD CASE 0.000 -9.410 3.188 0.062 -0.076 -0.048 1.089
0.078 -9.410 3.188 0.062 -0.076 -0.043 0.839
0.157 -9.410 3.188 0.062 -0.076 -0.038 0.589
0.235 -9.410 3.188 0.062 -0.076 -0.033 0.339
0.313 -9.410 3.188 0.062 -0.076 -0.028 0.090
0.392 -9.410 3.188 0.062 -0.076 -0.023 -0.160
0.470 -9.410 3.188 0.062 -0.076 -0.019 -0.410
0.548 -9.410 3.188 0.062 -0.076 -0.014 -0.659
0.627 -9.410 3.188 0.062 -0.076 -0.009 -0.909
0.705 -9.410 3.188 0.062 -0.076 -0.004 -1.159
0.783 -9.410 3.188 0.062 -0.076 0.001 -1.409
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Print Time/Date: 27/09/2015 18:01 Print Run 64 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
18 1:LOAD CASE 0.000 2.568 0.672 -0.494 0.035 0.299 0.056
0.078 2.568 0.464 -0.494 0.035 0.260 0.012
0.157 2.568 0.256 -0.494 0.035 0.222 -0.015
0.235 2.568 0.048 -0.494 0.035 0.183 -0.027
0.313 2.568 -0.160 -0.494 0.035 0.144 -0.023
0.392 2.568 -0.368 -0.494 0.035 0.106 -0.004
0.470 2.568 -0.576 -0.494 0.035 0.067 0.034
0.548 2.568 -0.784 -0.494 0.035 0.028 0.088
0.627 2.568 -0.992 -0.494 0.035 -0.010 0.158 0.705 2.568 -1.200 -0.494 0.035 -0.049 0.243
0.783 2.568 -1.408 -0.494 0.035 -0.088 0.344
2:LOAD CASE 0.000 -7.648 2.702 0.055 -0.106 0.001 0.952
0.078 -7.648 2.702 0.055 -0.106 0.006 0.740
0.157 -7.648 2.702 0.055 -0.106 0.010 0.528
0.235 -7.648 2.702 0.055 -0.106 0.014 0.317
0.313 -7.648 2.702 0.055 -0.106 0.019 0.105
0.392 -7.648 2.702 0.055 -0.106 0.023 -0.107
0.470 -7.648 2.702 0.055 -0.106 0.027 -0.318
0.548 -7.648 2.702 0.055 -0.106 0.031 -0.530
0.627 -7.648 2.702 0.055 -0.106 0.036 -0.741
0.705 -7.648 2.702 0.055 -0.106 0.040 -0.953
0.783 -7.648 2.702 0.055 -0.106 0.044 -1.165
19 1:LOAD CASE 0.000 2.554 5.213 0.641 -0.130 -0.145 1.825
0.078 2.554 5.005 0.641 -0.130 -0.095 1.426
0.157 2.554 4.796 0.641 -0.130 -0.045 1.043
0.235 2.554 4.588 0.641 -0.130 0.006 0.675
0.313 2.554 4.380 0.641 -0.130 0.056 0.324
0.392 2.554 4.172 0.641 -0.130 0.106 -0.012
0.470 2.554 3.964 0.641 -0.130 0.156 -0.330
0.548 2.554 3.756 0.641 -0.130 0.207 -0.632
0.627 2.554 3.548 0.641 -0.130 0.257 -0.918
0.705 2.554 3.340 0.641 -0.130 0.307 -1.188
0.783 2.554 3.132 0.641 -0.130 0.357 -1.442
2:LOAD CASE 0.000 -7.672 3.742 0.193 -0.052 -0.052 1.344
0.078 -7.672 3.742 0.193 -0.052 -0.037 1.051
0.157 -7.672 3.742 0.193 -0.052 -0.022 0.758
0.235 -7.672 3.742 0.193 -0.052 -0.006 0.465
0.313 -7.672 3.742 0.193 -0.052 0.009 0.172
0.392 -7.672 3.742 0.193 -0.052 0.024 -0.121
0.470 -7.672 3.742 0.193 -0.052 0.039 -0.414
0.548 -7.672 3.742 0.193 -0.052 0.054 -0.708
0.627 -7.672 3.742 0.193 -0.052 0.069 -1.001
0.705 -7.672 3.742 0.193 -0.052 0.084 -1.294
0.783 -7.672 3.742 0.193 -0.052 0.100 -1.587
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Part
Ref
By Date Chd
File Date/Time
65
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 65 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
20 1:LOAD CASE 0.000 -5.390 3.318 0.444 -0.078 -0.280 0.906
0.078 -5.390 3.110 0.444 -0.078 -0.245 0.655
0.157 -5.390 2.902 0.444 -0.078 -0.210 0.420
0.235 -5.390 2.694 0.444 -0.078 -0.175 0.201
0.313 -5.390 2.485 0.444 -0.078 -0.141 -0.002
0.392 -5.390 2.277 0.444 -0.078 -0.106 -0.190
0.470 -5.390 2.069 0.444 -0.078 -0.071 -0.359
0.548 -5.390 1.861 0.444 -0.078 -0.036 -0.512
0.627 -5.390 1.653 0.444 -0.078 -0.001 -0.650 0.705 -5.390 1.445 0.444 -0.078 0.033 -0.772
0.783 -5.390 1.237 0.444 -0.078 0.068 -0.878
2:LOAD CASE 0.000 -9.423 3.337 0.185 -0.084 -0.096 1.147
0.078 -9.423 3.337 0.185 -0.084 -0.081 0.885
0.157 -9.423 3.337 0.185 -0.084 -0.067 0.624
0.235 -9.423 3.337 0.185 -0.084 -0.052 0.363
0.313 -9.423 3.337 0.185 -0.084 -0.038 0.101
0.392 -9.423 3.337 0.185 -0.084 -0.023 -0.160
0.470 -9.423 3.337 0.185 -0.084 -0.009 -0.422
0.548 -9.423 3.337 0.185 -0.084 0.006 -0.683
0.627 -9.423 3.337 0.185 -0.084 0.020 -0.944
0.705 -9.423 3.337 0.185 -0.084 0.035 -1.206
0.783 -9.423 3.337 0.185 -0.084 0.049 -1.467
21 1:LOAD CASE 0.000 -5.383 2.616 -0.300 -0.016 0.011 0.631
0.078 -5.383 2.408 -0.300 -0.016 -0.012 0.435
0.157 -5.383 2.200 -0.300 -0.016 -0.035 0.255
0.235 -5.383 1.992 -0.300 -0.016 -0.059 0.091
0.313 -5.383 1.784 -0.300 -0.016 -0.082 -0.057
0.392 -5.383 1.576 -0.300 -0.016 -0.106 -0.190
0.470 -5.383 1.368 -0.300 -0.016 -0.129 -0.304
0.548 -5.383 1.160 -0.300 -0.016 -0.153 -0.403
0.627 -5.383 0.952 -0.300 -0.016 -0.176 -0.485
0.705 -5.383 0.744 -0.300 -0.016 -0.200 -0.552
0.783 -5.383 0.535 -0.300 -0.016 -0.223 -0.603
2:LOAD CASE 0.000 -9.410 3.188 0.062 -0.076 -0.048 1.089
0.078 -9.410 3.188 0.062 -0.076 -0.043 0.839
0.157 -9.410 3.188 0.062 -0.076 -0.038 0.589
0.235 -9.410 3.188 0.062 -0.076 -0.033 0.339
0.313 -9.410 3.188 0.062 -0.076 -0.028 0.090
0.392 -9.410 3.188 0.062 -0.076 -0.023 -0.160
0.470 -9.410 3.188 0.062 -0.076 -0.019 -0.410
0.548 -9.410 3.188 0.062 -0.076 -0.014 -0.659
0.627 -9.410 3.188 0.062 -0.076 -0.009 -0.909
0.705 -9.410 3.188 0.062 -0.076 -0.004 -1.159
0.783 -9.410 3.188 0.062 -0.076 0.001 -1.409
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By Date Chd
File Date/Time
66
27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 66 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
22 1:LOAD CASE 0.000 2.568 0.672 -0.494 0.035 0.299 0.056
0.078 2.568 0.464 -0.494 0.035 0.260 0.012
0.157 2.568 0.256 -0.494 0.035 0.222 -0.015
0.235 2.568 0.048 -0.494 0.035 0.183 -0.027
0.313 2.568 -0.160 -0.494 0.035 0.144 -0.023
0.392 2.568 -0.368 -0.494 0.035 0.106 -0.004
0.470 2.568 -0.576 -0.494 0.035 0.067 0.034
0.548 2.568 -0.784 -0.494 0.035 0.028 0.088
0.627 2.568 -0.992 -0.494 0.035 -0.010 0.158 0.705 2.568 -1.200 -0.494 0.035 -0.049 0.243
0.783 2.568 -1.408 -0.494 0.035 -0.088 0.344
2:LOAD CASE 0.000 -7.648 2.702 0.055 -0.106 0.001 0.952
0.078 -7.648 2.702 0.055 -0.106 0.006 0.740
0.157 -7.648 2.702 0.055 -0.106 0.010 0.528
0.235 -7.648 2.702 0.055 -0.106 0.014 0.317
0.313 -7.648 2.702 0.055 -0.106 0.019 0.105
0.392 -7.648 2.702 0.055 -0.106 0.023 -0.107
0.470 -7.648 2.702 0.055 -0.106 0.027 -0.318
0.548 -7.648 2.702 0.055 -0.106 0.031 -0.530
0.627 -7.648 2.702 0.055 -0.106 0.036 -0.741
0.705 -7.648 2.702 0.055 -0.106 0.040 -0.953
0.783 -7.648 2.702 0.055 -0.106 0.044 -1.165
23 1:LOAD CASE 0.000 2.555 5.213 0.641 -0.130 -0.145 1.825
0.078 2.555 5.005 0.641 -0.130 -0.095 1.426
0.157 2.555 4.796 0.641 -0.130 -0.045 1.043
0.235 2.555 4.588 0.641 -0.130 0.006 0.675
0.313 2.555 4.380 0.641 -0.130 0.056 0.324
0.392 2.555 4.172 0.641 -0.130 0.106 -0.012
0.470 2.555 3.964 0.641 -0.130 0.156 -0.330
0.548 2.555 3.756 0.641 -0.130 0.207 -0.632
0.627 2.555 3.548 0.641 -0.130 0.257 -0.918
0.705 2.555 3.340 0.641 -0.130 0.307 -1.188
0.783 2.555 3.132 0.641 -0.130 0.357 -1.442
2:LOAD CASE 0.000 -7.672 3.742 0.193 -0.053 -0.052 1.344
0.078 -7.672 3.742 0.193 -0.053 -0.037 1.051
0.157 -7.672 3.742 0.193 -0.053 -0.022 0.758
0.235 -7.672 3.742 0.193 -0.053 -0.006 0.465
0.313 -7.672 3.742 0.193 -0.053 0.009 0.172
0.392 -7.672 3.742 0.193 -0.053 0.024 -0.121
0.470 -7.672 3.742 0.193 -0.053 0.039 -0.414
0.548 -7.672 3.742 0.193 -0.053 0.054 -0.708
0.627 -7.672 3.742 0.193 -0.053 0.069 -1.001
0.705 -7.672 3.742 0.193 -0.053 0.084 -1.294
0.783 -7.672 3.742 0.193 -0.053 0.100 -1.587
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Print Time/Date: 27/09/2015 18:01 Print Run 67 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
24 1:LOAD CASE 0.000 -5.390 3.318 0.444 -0.078 -0.280 0.906
0.078 -5.390 3.110 0.444 -0.078 -0.245 0.655
0.157 -5.390 2.902 0.444 -0.078 -0.210 0.420
0.235 -5.390 2.694 0.444 -0.078 -0.175 0.201
0.313 -5.390 2.486 0.444 -0.078 -0.141 -0.002
0.392 -5.390 2.277 0.444 -0.078 -0.106 -0.190
0.470 -5.390 2.069 0.444 -0.078 -0.071 -0.359
0.548 -5.390 1.861 0.444 -0.078 -0.036 -0.512
0.627 -5.390 1.653 0.444 -0.078 -0.001 -0.650 0.705 -5.390 1.445 0.444 -0.078 0.033 -0.772
0.783 -5.390 1.237 0.444 -0.078 0.068 -0.878
2:LOAD CASE 0.000 -9.423 3.337 0.185 -0.084 -0.096 1.147
0.078 -9.423 3.337 0.185 -0.084 -0.081 0.885
0.157 -9.423 3.337 0.185 -0.084 -0.067 0.624
0.235 -9.423 3.337 0.185 -0.084 -0.052 0.363
0.313 -9.423 3.337 0.185 -0.084 -0.038 0.101
0.392 -9.423 3.337 0.185 -0.084 -0.023 -0.160
0.470 -9.423 3.337 0.185 -0.084 -0.009 -0.422
0.548 -9.423 3.337 0.185 -0.084 0.006 -0.683
0.627 -9.423 3.337 0.185 -0.084 0.020 -0.944
0.705 -9.423 3.337 0.185 -0.084 0.035 -1.206
0.783 -9.423 3.337 0.185 -0.084 0.049 -1.467
25 1:LOAD CASE 0.000 -5.179 2.808 -0.178 -0.091 -0.062 0.825
0.078 -5.179 2.600 -0.178 -0.091 -0.076 0.615
0.157 -5.179 2.392 -0.178 -0.091 -0.090 0.420
0.235 -5.179 2.184 -0.178 -0.091 -0.104 0.240
0.313 -5.179 1.976 -0.178 -0.091 -0.118 0.077
0.392 -5.179 1.768 -0.178 -0.091 -0.132 -0.070
0.470 -5.179 1.560 -0.178 -0.091 -0.146 -0.200
0.548 -5.179 1.351 -0.178 -0.091 -0.160 -0.313
0.627 -5.179 1.143 -0.178 -0.091 -0.174 -0.411
0.705 -5.179 0.935 -0.178 -0.091 -0.188 -0.493
0.783 -5.179 0.727 -0.178 -0.091 -0.202 -0.559
2:LOAD CASE 0.000 -19.962 2.523 0.056 -0.068 -0.042 1.101
0.078 -19.962 2.523 0.056 -0.068 -0.038 0.903
0.157 -19.962 2.523 0.056 -0.068 -0.033 0.706
0.235 -19.962 2.523 0.056 -0.068 -0.029 0.508
0.313 -19.962 2.523 0.056 -0.068 -0.025 0.310
0.392 -19.962 2.523 0.056 -0.068 -0.020 0.113
0.470 -19.962 2.523 0.056 -0.068 -0.016 -0.085
0.548 -19.962 2.523 0.056 -0.068 -0.012 -0.283
0.627 -19.962 2.523 0.056 -0.068 -0.007 -0.480
0.705 -19.962 2.523 0.056 -0.068 -0.003 -0.678
0.783 -19.962 2.523 0.056 -0.068 0.002 -0.875
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Print Time/Date: 27/09/2015 18:01 Print Run 68 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
26 1:LOAD CASE 0.000 0.162 3.635 -0.530 -0.126 0.340 1.167
0.078 0.162 3.427 -0.530 -0.126 0.299 0.892
0.157 0.162 3.219 -0.530 -0.126 0.257 0.632
0.235 0.162 3.011 -0.530 -0.126 0.216 0.388
0.313 0.162 2.803 -0.530 -0.126 0.175 0.160
0.392 0.162 2.595 -0.530 -0.126 0.133 -0.052
0.470 0.162 2.387 -0.530 -0.126 0.092 -0.247
0.548 0.162 2.179 -0.530 -0.126 0.050 -0.425
0.627 0.162 1.971 -0.530 -0.126 0.009 -0.587 0.705 0.162 1.763 -0.530 -0.126 -0.033 -0.734
0.783 0.162 1.554 -0.530 -0.126 -0.074 -0.865
2:LOAD CASE 0.000 -18.736 2.647 0.055 -0.102 0.000 1.165
0.078 -18.736 2.647 0.055 -0.102 0.004 0.958
0.157 -18.736 2.647 0.055 -0.102 0.009 0.750
0.235 -18.736 2.647 0.055 -0.102 0.013 0.543
0.313 -18.736 2.647 0.055 -0.102 0.017 0.336
0.392 -18.736 2.647 0.055 -0.102 0.022 0.128
0.470 -18.736 2.647 0.055 -0.102 0.026 -0.079
0.548 -18.736 2.647 0.055 -0.102 0.030 -0.286
0.627 -18.736 2.647 0.055 -0.102 0.035 -0.493
0.705 -18.736 2.647 0.055 -0.102 0.039 -0.701
0.783 -18.736 2.647 0.055 -0.102 0.043 -0.908
27 1:LOAD CASE 0.000 0.122 1.282 0.624 0.056 -0.113 0.238
0.078 0.122 1.074 0.624 0.056 -0.064 0.147
0.157 0.122 0.866 0.624 0.056 -0.015 0.071
0.235 0.122 0.658 0.624 0.056 0.034 0.011
0.313 0.122 0.450 0.624 0.056 0.083 -0.032
0.392 0.122 0.241 0.624 0.056 0.132 -0.060
0.470 0.122 0.033 0.624 0.056 0.181 -0.070
0.548 0.122 -0.175 0.624 0.056 0.229 -0.064
0.627 0.122 -0.383 0.624 0.056 0.278 -0.042
0.705 0.122 -0.591 0.624 0.056 0.327 -0.005
0.783 0.122 -0.799 0.624 0.056 0.376 0.049
2:LOAD CASE 0.000 -18.805 2.157 0.100 -0.015 -0.019 0.959
0.078 -18.805 2.157 0.100 -0.015 -0.011 0.791
0.157 -18.805 2.157 0.100 -0.015 -0.004 0.622
0.235 -18.805 2.157 0.100 -0.015 0.004 0.453
0.313 -18.805 2.157 0.100 -0.015 0.012 0.284
0.392 -18.805 2.157 0.100 -0.015 0.020 0.115
0.470 -18.805 2.157 0.100 -0.015 0.028 -0.054
0.548 -18.805 2.157 0.100 -0.015 0.036 -0.223
0.627 -18.805 2.157 0.100 -0.015 0.043 -0.392
0.705 -18.805 2.157 0.100 -0.015 0.051 -0.561
0.783 -18.805 2.157 0.100 -0.015 0.059 -0.730
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Print Time/Date: 27/09/2015 18:01 Print Run 69 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
28 1:LOAD CASE 0.000 -5.186 2.156 0.265 0.020 -0.237 0.570
0.078 -5.186 1.948 0.265 0.020 -0.216 0.411
0.157 -5.186 1.740 0.265 0.020 -0.195 0.267
0.235 -5.186 1.532 0.265 0.020 -0.174 0.139
0.313 -5.186 1.324 0.265 0.020 -0.154 0.026
0.392 -5.186 1.116 0.265 0.020 -0.133 -0.070
0.470 -5.186 0.908 0.265 0.020 -0.112 -0.149
0.548 -5.186 0.699 0.265 0.020 -0.091 -0.211
0.627 -5.186 0.491 0.265 0.020 -0.071 -0.258 0.705 -5.186 0.283 0.265 0.020 -0.050 -0.288
0.783 -5.186 0.075 0.265 0.020 -0.029 -0.303
2:LOAD CASE 0.000 -19.976 2.361 0.096 -0.052 -0.059 1.037
0.078 -19.976 2.361 0.096 -0.052 -0.051 0.852
0.157 -19.976 2.361 0.096 -0.052 -0.044 0.667
0.235 -19.976 2.361 0.096 -0.052 -0.036 0.483
0.313 -19.976 2.361 0.096 -0.052 -0.029 0.298
0.392 -19.976 2.361 0.096 -0.052 -0.021 0.113
0.470 -19.976 2.361 0.096 -0.052 -0.014 -0.072
0.548 -19.976 2.361 0.096 -0.052 -0.006 -0.257
0.627 -19.976 2.361 0.096 -0.052 0.001 -0.442
0.705 -19.976 2.361 0.096 -0.052 0.009 -0.627
0.783 -19.976 2.361 0.096 -0.052 0.016 -0.812
29 1:LOAD CASE 0.000 -5.179 2.808 -0.179 -0.091 -0.062 0.825
0.078 -5.179 2.600 -0.179 -0.091 -0.076 0.615
0.157 -5.179 2.392 -0.179 -0.091 -0.090 0.420
0.235 -5.179 2.184 -0.179 -0.091 -0.104 0.240
0.313 -5.179 1.976 -0.179 -0.091 -0.118 0.077
0.392 -5.179 1.768 -0.179 -0.091 -0.132 -0.070
0.470 -5.179 1.559 -0.179 -0.091 -0.146 -0.200
0.548 -5.179 1.351 -0.179 -0.091 -0.160 -0.313
0.627 -5.179 1.143 -0.179 -0.091 -0.174 -0.411
0.705 -5.179 0.935 -0.179 -0.091 -0.188 -0.493
0.783 -5.179 0.727 -0.179 -0.091 -0.202 -0.559
2:LOAD CASE 0.000 -19.962 2.523 0.056 -0.068 -0.042 1.101
0.078 -19.962 2.523 0.056 -0.068 -0.038 0.903
0.157 -19.962 2.523 0.056 -0.068 -0.033 0.706
0.235 -19.962 2.523 0.056 -0.068 -0.029 0.508
0.313 -19.962 2.523 0.056 -0.068 -0.025 0.310
0.392 -19.962 2.523 0.056 -0.068 -0.020 0.113
0.470 -19.962 2.523 0.056 -0.068 -0.016 -0.085
0.548 -19.962 2.523 0.056 -0.068 -0.012 -0.283
0.627 -19.962 2.523 0.056 -0.068 -0.007 -0.480
0.705 -19.962 2.523 0.056 -0.068 -0.003 -0.678
0.783 -19.962 2.523 0.056 -0.068 0.001 -0.875
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27-Sep-15
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
30 1:LOAD CASE 0.000 0.162 3.635 -0.530 -0.126 0.340 1.167
0.078 0.162 3.427 -0.530 -0.126 0.299 0.892
0.157 0.162 3.219 -0.530 -0.126 0.258 0.632
0.235 0.162 3.011 -0.530 -0.126 0.216 0.388
0.313 0.162 2.803 -0.530 -0.126 0.175 0.160
0.392 0.162 2.595 -0.530 -0.126 0.133 -0.052
0.470 0.162 2.387 -0.530 -0.126 0.092 -0.247
0.548 0.162 2.179 -0.530 -0.126 0.050 -0.425
0.627 0.162 1.971 -0.530 -0.126 0.009 -0.587 0.705 0.162 1.762 -0.530 -0.126 -0.033 -0.734
0.783 0.162 1.554 -0.530 -0.126 -0.074 -0.865
2:LOAD CASE 0.000 -18.736 2.647 0.055 -0.102 -0.000 1.165
0.078 -18.736 2.647 0.055 -0.102 0.004 0.958
0.157 -18.736 2.647 0.055 -0.102 0.009 0.750
0.235 -18.736 2.647 0.055 -0.102 0.013 0.543
0.313 -18.736 2.647 0.055 -0.102 0.017 0.336
0.392 -18.736 2.647 0.055 -0.102 0.022 0.128
0.470 -18.736 2.647 0.055 -0.102 0.026 -0.079
0.548 -18.736 2.647 0.055 -0.102 0.030 -0.286
0.627 -18.736 2.647 0.055 -0.102 0.035 -0.493
0.705 -18.736 2.647 0.055 -0.102 0.039 -0.701
0.783 -18.736 2.647 0.055 -0.102 0.043 -0.908
31 1:LOAD CASE 0.000 0.122 1.282 0.624 0.056 -0.113 0.238
0.078 0.122 1.074 0.624 0.056 -0.064 0.147
0.157 0.122 0.866 0.624 0.056 -0.015 0.071
0.235 0.122 0.658 0.624 0.056 0.034 0.011
0.313 0.122 0.450 0.624 0.056 0.083 -0.032
0.392 0.122 0.241 0.624 0.056 0.132 -0.060
0.470 0.122 0.033 0.624 0.056 0.181 -0.070
0.548 0.122 -0.175 0.624 0.056 0.229 -0.064
0.627 0.122 -0.383 0.624 0.056 0.278 -0.042
0.705 0.122 -0.591 0.624 0.056 0.327 -0.005
0.783 0.122 -0.799 0.624 0.056 0.376 0.049
2:LOAD CASE 0.000 -18.805 2.157 0.100 -0.015 -0.019 0.959
0.078 -18.805 2.157 0.100 -0.015 -0.011 0.791
0.157 -18.805 2.157 0.100 -0.015 -0.003 0.622
0.235 -18.805 2.157 0.100 -0.015 0.004 0.453
0.313 -18.805 2.157 0.100 -0.015 0.012 0.284
0.392 -18.805 2.157 0.100 -0.015 0.020 0.115
0.470 -18.805 2.157 0.100 -0.015 0.028 -0.054
0.548 -18.805 2.157 0.100 -0.015 0.036 -0.223
0.627 -18.805 2.157 0.100 -0.015 0.043 -0.392
0.705 -18.805 2.157 0.100 -0.015 0.051 -0.561
0.783 -18.805 2.157 0.100 -0.015 0.059 -0.730
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Print Time/Date: 27/09/2015 18:01 Print Run 71 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
32 1:LOAD CASE 0.000 -5.186 2.156 0.265 0.020 -0.237 0.570
0.078 -5.186 1.948 0.265 0.020 -0.216 0.411
0.157 -5.186 1.740 0.265 0.020 -0.195 0.267
0.235 -5.186 1.532 0.265 0.020 -0.174 0.139
0.313 -5.186 1.324 0.265 0.020 -0.154 0.026
0.392 -5.186 1.116 0.265 0.020 -0.133 -0.070
0.470 -5.186 0.908 0.265 0.020 -0.112 -0.149
0.548 -5.186 0.699 0.265 0.020 -0.091 -0.211
0.627 -5.186 0.491 0.265 0.020 -0.071 -0.258 0.705 -5.186 0.283 0.265 0.020 -0.050 -0.288
0.783 -5.186 0.075 0.265 0.020 -0.029 -0.303
2:LOAD CASE 0.000 -19.976 2.361 0.096 -0.052 -0.059 1.037
0.078 -19.976 2.361 0.096 -0.052 -0.051 0.852
0.157 -19.976 2.361 0.096 -0.052 -0.044 0.667
0.235 -19.976 2.361 0.096 -0.052 -0.036 0.483
0.313 -19.976 2.361 0.096 -0.052 -0.029 0.298
0.392 -19.976 2.361 0.096 -0.052 -0.021 0.113
0.470 -19.976 2.361 0.096 -0.052 -0.014 -0.072
0.548 -19.976 2.361 0.096 -0.052 -0.006 -0.257
0.627 -19.976 2.361 0.096 -0.052 0.001 -0.442
0.705 -19.976 2.361 0.096 -0.052 0.009 -0.627
0.783 -19.976 2.361 0.096 -0.052 0.016 -0.812
33 1:LOAD CASE 0.000 -5.179 2.808 -0.178 -0.091 -0.062 0.825
0.078 -5.179 2.600 -0.178 -0.091 -0.076 0.615
0.157 -5.179 2.392 -0.178 -0.091 -0.090 0.420
0.235 -5.179 2.184 -0.178 -0.091 -0.104 0.240
0.313 -5.179 1.976 -0.178 -0.091 -0.118 0.077
0.392 -5.179 1.768 -0.178 -0.091 -0.132 -0.070
0.470 -5.179 1.560 -0.178 -0.091 -0.146 -0.200
0.548 -5.179 1.351 -0.178 -0.091 -0.160 -0.313
0.627 -5.179 1.143 -0.178 -0.091 -0.174 -0.411
0.705 -5.179 0.935 -0.178 -0.091 -0.188 -0.493
0.783 -5.179 0.727 -0.178 -0.091 -0.202 -0.559
2:LOAD CASE 0.000 -19.962 2.523 0.056 -0.068 -0.042 1.101
0.078 -19.962 2.523 0.056 -0.068 -0.038 0.903
0.157 -19.962 2.523 0.056 -0.068 -0.033 0.706
0.235 -19.962 2.523 0.056 -0.068 -0.029 0.508
0.313 -19.962 2.523 0.056 -0.068 -0.025 0.310
0.392 -19.962 2.523 0.056 -0.068 -0.020 0.113
0.470 -19.962 2.523 0.056 -0.068 -0.016 -0.085
0.548 -19.962 2.523 0.056 -0.068 -0.012 -0.283
0.627 -19.962 2.523 0.056 -0.068 -0.007 -0.480
0.705 -19.962 2.523 0.056 -0.068 -0.003 -0.678
0.783 -19.962 2.523 0.056 -0.068 0.001 -0.875
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File Date/Time
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27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 72 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
34 1:LOAD CASE 0.000 0.162 3.635 -0.530 -0.126 0.340 1.167
0.078 0.162 3.427 -0.530 -0.126 0.299 0.892
0.157 0.162 3.219 -0.530 -0.126 0.257 0.632
0.235 0.162 3.011 -0.530 -0.126 0.216 0.388
0.313 0.162 2.803 -0.530 -0.126 0.175 0.160
0.392 0.162 2.595 -0.530 -0.126 0.133 -0.052
0.470 0.162 2.387 -0.530 -0.126 0.092 -0.247
0.548 0.162 2.179 -0.530 -0.126 0.050 -0.425
0.627 0.162 1.971 -0.530 -0.126 0.009 -0.587 0.705 0.162 1.762 -0.530 -0.126 -0.033 -0.734
0.783 0.162 1.554 -0.530 -0.126 -0.074 -0.865
2:LOAD CASE 0.000 -18.736 2.647 0.055 -0.102 -0.000 1.165
0.078 -18.736 2.647 0.055 -0.102 0.004 0.958
0.157 -18.736 2.647 0.055 -0.102 0.009 0.750
0.235 -18.736 2.647 0.055 -0.102 0.013 0.543
0.313 -18.736 2.647 0.055 -0.102 0.017 0.336
0.392 -18.736 2.647 0.055 -0.102 0.022 0.128
0.470 -18.736 2.647 0.055 -0.102 0.026 -0.079
0.548 -18.736 2.647 0.055 -0.102 0.030 -0.286
0.627 -18.736 2.647 0.055 -0.102 0.035 -0.493
0.705 -18.736 2.647 0.055 -0.102 0.039 -0.701
0.783 -18.736 2.647 0.055 -0.102 0.043 -0.908
35 1:LOAD CASE 0.000 0.122 1.282 0.624 0.056 -0.113 0.238
0.078 0.122 1.074 0.624 0.056 -0.064 0.147
0.157 0.122 0.866 0.624 0.056 -0.015 0.071
0.235 0.122 0.658 0.624 0.056 0.034 0.011
0.313 0.122 0.450 0.624 0.056 0.083 -0.032
0.392 0.122 0.241 0.624 0.056 0.132 -0.060
0.470 0.122 0.033 0.624 0.056 0.181 -0.070
0.548 0.122 -0.175 0.624 0.056 0.229 -0.064
0.627 0.122 -0.383 0.624 0.056 0.278 -0.042
0.705 0.122 -0.591 0.624 0.056 0.327 -0.005
0.783 0.122 -0.799 0.624 0.056 0.376 0.049
2:LOAD CASE 0.000 -18.805 2.157 0.100 -0.015 -0.019 0.959
0.078 -18.805 2.157 0.100 -0.015 -0.011 0.791
0.157 -18.805 2.157 0.100 -0.015 -0.004 0.622
0.235 -18.805 2.157 0.100 -0.015 0.004 0.453
0.313 -18.805 2.157 0.100 -0.015 0.012 0.284
0.392 -18.805 2.157 0.100 -0.015 0.020 0.115
0.470 -18.805 2.157 0.100 -0.015 0.028 -0.054
0.548 -18.805 2.157 0.100 -0.015 0.036 -0.223
0.627 -18.805 2.157 0.100 -0.015 0.043 -0.392
0.705 -18.805 2.157 0.100 -0.015 0.051 -0.561
0.783 -18.805 2.157 0.100 -0.015 0.059 -0.730
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Print Time/Date: 27/09/2015 18:01 Print Run 73 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
36 1:LOAD CASE 0.000 -5.186 2.156 0.265 0.020 -0.237 0.570
0.078 -5.186 1.948 0.265 0.020 -0.216 0.411
0.157 -5.186 1.740 0.265 0.020 -0.195 0.267
0.235 -5.186 1.532 0.265 0.020 -0.174 0.139
0.313 -5.186 1.324 0.265 0.020 -0.154 0.026
0.392 -5.186 1.116 0.265 0.020 -0.133 -0.070
0.470 -5.186 0.908 0.265 0.020 -0.112 -0.149
0.548 -5.186 0.700 0.265 0.020 -0.091 -0.211
0.627 -5.186 0.491 0.265 0.020 -0.071 -0.258 0.705 -5.186 0.283 0.265 0.020 -0.050 -0.288
0.783 -5.186 0.075 0.265 0.020 -0.029 -0.303
2:LOAD CASE 0.000 -19.976 2.361 0.096 -0.052 -0.059 1.037
0.078 -19.976 2.361 0.096 -0.052 -0.051 0.852
0.157 -19.976 2.361 0.096 -0.052 -0.044 0.667
0.235 -19.976 2.361 0.096 -0.052 -0.036 0.483
0.313 -19.976 2.361 0.096 -0.052 -0.029 0.298
0.392 -19.976 2.361 0.096 -0.052 -0.021 0.113
0.470 -19.976 2.361 0.096 -0.052 -0.014 -0.072
0.548 -19.976 2.361 0.096 -0.052 -0.006 -0.257
0.627 -19.976 2.361 0.096 -0.052 0.001 -0.442
0.705 -19.976 2.361 0.096 -0.052 0.009 -0.627
0.783 -19.976 2.361 0.096 -0.052 0.016 -0.812
37 1:LOAD CASE 0.000 -5.179 2.808 -0.178 -0.091 -0.062 0.825
0.078 -5.179 2.600 -0.178 -0.091 -0.076 0.615
0.157 -5.179 2.392 -0.178 -0.091 -0.090 0.420
0.235 -5.179 2.184 -0.178 -0.091 -0.104 0.240
0.313 -5.179 1.976 -0.178 -0.091 -0.118 0.077
0.392 -5.179 1.768 -0.178 -0.091 -0.132 -0.070
0.470 -5.179 1.560 -0.178 -0.091 -0.146 -0.200
0.548 -5.179 1.351 -0.178 -0.091 -0.160 -0.313
0.627 -5.179 1.143 -0.178 -0.091 -0.174 -0.411
0.705 -5.179 0.935 -0.178 -0.091 -0.188 -0.493
0.783 -5.179 0.727 -0.178 -0.091 -0.202 -0.559
2:LOAD CASE 0.000 -19.962 2.523 0.056 -0.068 -0.042 1.101
0.078 -19.962 2.523 0.056 -0.068 -0.038 0.903
0.157 -19.962 2.523 0.056 -0.068 -0.033 0.706
0.235 -19.962 2.523 0.056 -0.068 -0.029 0.508
0.313 -19.962 2.523 0.056 -0.068 -0.025 0.310
0.392 -19.962 2.523 0.056 -0.068 -0.020 0.113
0.470 -19.962 2.523 0.056 -0.068 -0.016 -0.085
0.548 -19.962 2.523 0.056 -0.068 -0.012 -0.283
0.627 -19.962 2.523 0.056 -0.068 -0.007 -0.480
0.705 -19.962 2.523 0.056 -0.068 -0.003 -0.678
0.783 -19.962 2.523 0.056 -0.068 0.002 -0.875
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File Date/Time
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Print Time/Date: 27/09/2015 18:01 Print Run 74 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
38 1:LOAD CASE 0.000 0.162 3.635 -0.530 -0.126 0.340 1.167
0.078 0.162 3.427 -0.530 -0.126 0.299 0.892
0.157 0.162 3.219 -0.530 -0.126 0.257 0.632
0.235 0.162 3.011 -0.530 -0.126 0.216 0.388
0.313 0.162 2.803 -0.530 -0.126 0.175 0.160
0.392 0.162 2.595 -0.530 -0.126 0.133 -0.052
0.470 0.162 2.387 -0.530 -0.126 0.092 -0.247
0.548 0.162 2.179 -0.530 -0.126 0.050 -0.425
0.627 0.162 1.971 -0.530 -0.126 0.009 -0.587 0.705 0.162 1.763 -0.530 -0.126 -0.033 -0.734
0.783 0.162 1.554 -0.530 -0.126 -0.074 -0.865
2:LOAD CASE 0.000 -18.736 2.647 0.055 -0.102 0.000 1.165
0.078 -18.736 2.647 0.055 -0.102 0.004 0.958
0.157 -18.736 2.647 0.055 -0.102 0.009 0.750
0.235 -18.736 2.647 0.055 -0.102 0.013 0.543
0.313 -18.736 2.647 0.055 -0.102 0.017 0.336
0.392 -18.736 2.647 0.055 -0.102 0.022 0.128
0.470 -18.736 2.647 0.055 -0.102 0.026 -0.079
0.548 -18.736 2.647 0.055 -0.102 0.030 -0.286
0.627 -18.736 2.647 0.055 -0.102 0.035 -0.493
0.705 -18.736 2.647 0.055 -0.102 0.039 -0.701
0.783 -18.736 2.647 0.055 -0.102 0.043 -0.908
39 1:LOAD CASE 0.000 0.122 1.282 0.624 0.056 -0.113 0.238
0.078 0.122 1.074 0.624 0.056 -0.064 0.147
0.157 0.122 0.866 0.624 0.056 -0.015 0.071
0.235 0.122 0.658 0.624 0.056 0.034 0.011
0.313 0.122 0.450 0.624 0.056 0.083 -0.032
0.392 0.122 0.241 0.624 0.056 0.132 -0.060
0.470 0.122 0.033 0.624 0.056 0.181 -0.070
0.548 0.122 -0.175 0.624 0.056 0.229 -0.064
0.627 0.122 -0.383 0.624 0.056 0.278 -0.042
0.705 0.122 -0.591 0.624 0.056 0.327 -0.005
0.783 0.122 -0.799 0.624 0.056 0.376 0.049
2:LOAD CASE 0.000 -18.805 2.157 0.100 -0.015 -0.019 0.959
0.078 -18.805 2.157 0.100 -0.015 -0.011 0.791
0.157 -18.805 2.157 0.100 -0.015 -0.004 0.622
0.235 -18.805 2.157 0.100 -0.015 0.004 0.453
0.313 -18.805 2.157 0.100 -0.015 0.012 0.284
0.392 -18.805 2.157 0.100 -0.015 0.020 0.115
0.470 -18.805 2.157 0.100 -0.015 0.028 -0.054
0.548 -18.805 2.157 0.100 -0.015 0.036 -0.223
0.627 -18.805 2.157 0.100 -0.015 0.043 -0.392
0.705 -18.805 2.157 0.100 -0.015 0.051 -0.561
0.783 -18.805 2.157 0.100 -0.015 0.059 -0.730
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27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 75 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
40 1:LOAD CASE 0.000 -5.186 2.156 0.265 0.020 -0.237 0.570
0.078 -5.186 1.948 0.265 0.020 -0.216 0.411
0.157 -5.186 1.740 0.265 0.020 -0.195 0.267
0.235 -5.186 1.532 0.265 0.020 -0.174 0.139
0.313 -5.186 1.324 0.265 0.020 -0.154 0.026
0.392 -5.186 1.116 0.265 0.020 -0.133 -0.070
0.470 -5.186 0.908 0.265 0.020 -0.112 -0.149
0.548 -5.186 0.699 0.265 0.020 -0.091 -0.211
0.627 -5.186 0.491 0.265 0.020 -0.071 -0.258 0.705 -5.186 0.283 0.265 0.020 -0.050 -0.288
0.783 -5.186 0.075 0.265 0.020 -0.029 -0.303
2:LOAD CASE 0.000 -19.976 2.361 0.096 -0.052 -0.059 1.037
0.078 -19.976 2.361 0.096 -0.052 -0.051 0.852
0.157 -19.976 2.361 0.096 -0.052 -0.044 0.667
0.235 -19.976 2.361 0.096 -0.052 -0.036 0.483
0.313 -19.976 2.361 0.096 -0.052 -0.029 0.298
0.392 -19.976 2.361 0.096 -0.052 -0.021 0.113
0.470 -19.976 2.361 0.096 -0.052 -0.014 -0.072
0.548 -19.976 2.361 0.096 -0.052 -0.006 -0.257
0.627 -19.976 2.361 0.096 -0.052 0.001 -0.442
0.705 -19.976 2.361 0.096 -0.052 0.009 -0.627
0.783 -19.976 2.361 0.096 -0.052 0.016 -0.812
41 1:LOAD CASE 0.000 -5.179 2.808 -0.179 -0.091 -0.062 0.825
0.078 -5.179 2.600 -0.179 -0.091 -0.076 0.615
0.157 -5.179 2.392 -0.179 -0.091 -0.090 0.420
0.235 -5.179 2.184 -0.179 -0.091 -0.104 0.240
0.313 -5.179 1.976 -0.179 -0.091 -0.118 0.077
0.392 -5.179 1.768 -0.179 -0.091 -0.132 -0.070
0.470 -5.179 1.560 -0.179 -0.091 -0.146 -0.200
0.548 -5.179 1.351 -0.179 -0.091 -0.160 -0.313
0.627 -5.179 1.143 -0.179 -0.091 -0.174 -0.411
0.705 -5.179 0.935 -0.179 -0.091 -0.188 -0.493
0.783 -5.179 0.727 -0.179 -0.091 -0.202 -0.559
2:LOAD CASE 0.000 -19.962 2.523 0.056 -0.068 -0.042 1.101
0.078 -19.962 2.523 0.056 -0.068 -0.038 0.903
0.157 -19.962 2.523 0.056 -0.068 -0.033 0.706
0.235 -19.962 2.523 0.056 -0.068 -0.029 0.508
0.313 -19.962 2.523 0.056 -0.068 -0.025 0.310
0.392 -19.962 2.523 0.056 -0.068 -0.020 0.113
0.470 -19.962 2.523 0.056 -0.068 -0.016 -0.085
0.548 -19.962 2.523 0.056 -0.068 -0.012 -0.282
0.627 -19.962 2.523 0.056 -0.068 -0.007 -0.480
0.705 -19.962 2.523 0.056 -0.068 -0.003 -0.678
0.783 -19.962 2.523 0.056 -0.068 0.001 -0.875
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27-Sep-15
27-Sep-2015 17:24Structure2.std
Print Time/Date: 27/09/2015 18:01 Print Run 76 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
42 1:LOAD CASE 0.000 0.162 3.635 -0.530 -0.126 0.340 1.167
0.078 0.162 3.427 -0.530 -0.126 0.299 0.892
0.157 0.162 3.219 -0.530 -0.126 0.258 0.632
0.235 0.162 3.011 -0.530 -0.126 0.216 0.388
0.313 0.162 2.803 -0.530 -0.126 0.175 0.160
0.392 0.162 2.595 -0.530 -0.126 0.133 -0.052
0.470 0.162 2.387 -0.530 -0.126 0.092 -0.247
0.548 0.162 2.179 -0.530 -0.126 0.050 -0.425
0.627 0.162 1.971 -0.530 -0.126 0.009 -0.587 0.705 0.162 1.763 -0.530 -0.126 -0.033 -0.734
0.783 0.162 1.554 -0.530 -0.126 -0.074 -0.865
2:LOAD CASE 0.000 -18.736 2.647 0.055 -0.102 -0.000 1.165
0.078 -18.736 2.647 0.055 -0.102 0.004 0.958
0.157 -18.736 2.647 0.055 -0.102 0.009 0.750
0.235 -18.736 2.647 0.055 -0.102 0.013 0.543
0.313 -18.736 2.647 0.055 -0.102 0.017 0.336
0.392 -18.736 2.647 0.055 -0.102 0.022 0.128
0.470 -18.736 2.647 0.055 -0.102 0.026 -0.079
0.548 -18.736 2.647 0.055 -0.102 0.030 -0.286
0.627 -18.736 2.647 0.055 -0.102 0.035 -0.493
0.705 -18.736 2.647 0.055 -0.102 0.039 -0.701
0.783 -18.736 2.647 0.055 -0.102 0.043 -0.908
43 1:LOAD CASE 0.000 0.122 1.282 0.624 0.056 -0.113 0.238
0.078 0.122 1.074 0.624 0.056 -0.064 0.147
0.157 0.122 0.866 0.624 0.056 -0.015 0.071
0.235 0.122 0.658 0.624 0.056 0.034 0.011
0.313 0.122 0.450 0.624 0.056 0.083 -0.032
0.392 0.122 0.241 0.624 0.056 0.132 -0.060
0.470 0.122 0.033 0.624 0.056 0.181 -0.070
0.548 0.122 -0.175 0.624 0.056 0.229 -0.064
0.627 0.122 -0.383 0.624 0.056 0.278 -0.042
0.705 0.122 -0.591 0.624 0.056 0.327 -0.005
0.783 0.122 -0.799 0.624 0.056 0.376 0.049
2:LOAD CASE 0.000 -18.805 2.157 0.100 -0.015 -0.019 0.959
0.078 -18.805 2.157 0.100 -0.015 -0.011 0.791
0.157 -18.805 2.157 0.100 -0.015 -0.003 0.622
0.235 -18.805 2.157 0.100 -0.015 0.004 0.453
0.313 -18.805 2.157 0.100 -0.015 0.012 0.284
0.392 -18.805 2.157 0.100 -0.015 0.020 0.115
0.470 -18.805 2.157 0.100 -0.015 0.028 -0.054
0.548 -18.805 2.157 0.100 -0.015 0.036 -0.223
0.627 -18.805 2.157 0.100 -0.015 0.043 -0.392
0.705 -18.805 2.157 0.100 -0.015 0.051 -0.561
0.783 -18.805 2.157 0.100 -0.015 0.059 -0.730
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
44 1:LOAD CASE 0.000 -5.186 2.156 0.265 0.020 -0.237 0.570
0.078 -5.186 1.948 0.265 0.020 -0.216 0.411
0.157 -5.186 1.740 0.265 0.020 -0.195 0.267
0.235 -5.186 1.532 0.265 0.020 -0.174 0.139
0.313 -5.186 1.324 0.265 0.020 -0.154 0.026
0.392 -5.186 1.116 0.265 0.020 -0.133 -0.070
0.470 -5.186 0.908 0.265 0.020 -0.112 -0.149
0.548 -5.186 0.699 0.265 0.020 -0.091 -0.211
0.627 -5.186 0.491 0.265 0.020 -0.071 -0.258 0.705 -5.186 0.283 0.265 0.020 -0.050 -0.288
0.783 -5.186 0.075 0.265 0.020 -0.029 -0.303
2:LOAD CASE 0.000 -19.976 2.361 0.096 -0.052 -0.059 1.037
0.078 -19.976 2.361 0.096 -0.052 -0.051 0.852
0.157 -19.976 2.361 0.096 -0.052 -0.044 0.667
0.235 -19.976 2.361 0.096 -0.052 -0.036 0.483
0.313 -19.976 2.361 0.096 -0.052 -0.029 0.298
0.392 -19.976 2.361 0.096 -0.052 -0.021 0.113
0.470 -19.976 2.361 0.096 -0.052 -0.014 -0.072
0.548 -19.976 2.361 0.096 -0.052 -0.006 -0.257
0.627 -19.976 2.361 0.096 -0.052 0.001 -0.442
0.705 -19.976 2.361 0.096 -0.052 0.009 -0.627
0.783 -19.976 2.361 0.096 -0.052 0.016 -0.812
45 1:LOAD CASE 0.000 -5.179 2.808 -0.178 -0.091 -0.062 0.825
0.078 -5.179 2.600 -0.178 -0.091 -0.076 0.615
0.157 -5.179 2.392 -0.178 -0.091 -0.090 0.420
0.235 -5.179 2.184 -0.178 -0.091 -0.104 0.240
0.313 -5.179 1.976 -0.178 -0.091 -0.118 0.077
0.392 -5.179 1.768 -0.178 -0.091 -0.132 -0.070
0.470 -5.179 1.560 -0.178 -0.091 -0.146 -0.200
0.548 -5.179 1.351 -0.178 -0.091 -0.160 -0.313
0.627 -5.179 1.143 -0.178 -0.091 -0.174 -0.411
0.705 -5.179 0.935 -0.178 -0.091 -0.188 -0.493
0.783 -5.179 0.727 -0.178 -0.091 -0.202 -0.559
2:LOAD CASE 0.000 -19.962 2.523 0.056 -0.068 -0.042 1.101
0.078 -19.962 2.523 0.056 -0.068 -0.038 0.903
0.157 -19.962 2.523 0.056 -0.068 -0.033 0.706
0.235 -19.962 2.523 0.056 -0.068 -0.029 0.508
0.313 -19.962 2.523 0.056 -0.068 -0.025 0.310
0.392 -19.962 2.523 0.056 -0.068 -0.020 0.113
0.470 -19.962 2.523 0.056 -0.068 -0.016 -0.085
0.548 -19.962 2.523 0.056 -0.068 -0.012 -0.283
0.627 -19.962 2.523 0.056 -0.068 -0.007 -0.480
0.705 -19.962 2.523 0.056 -0.068 -0.003 -0.678
0.783 -19.962 2.523 0.056 -0.068 0.001 -0.875
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
46 1:LOAD CASE 0.000 0.162 3.635 -0.530 -0.126 0.340 1.167
0.078 0.162 3.427 -0.530 -0.126 0.299 0.892
0.157 0.162 3.219 -0.530 -0.126 0.257 0.632
0.235 0.162 3.011 -0.530 -0.126 0.216 0.388
0.313 0.162 2.803 -0.530 -0.126 0.175 0.160
0.392 0.162 2.595 -0.530 -0.126 0.133 -0.052
0.470 0.162 2.387 -0.530 -0.126 0.092 -0.247
0.548 0.162 2.179 -0.530 -0.126 0.050 -0.425
0.627 0.162 1.971 -0.530 -0.126 0.009 -0.587 0.705 0.162 1.762 -0.530 -0.126 -0.033 -0.734
0.783 0.162 1.554 -0.530 -0.126 -0.074 -0.865
2:LOAD CASE 0.000 -18.736 2.647 0.055 -0.102 -0.000 1.165
0.078 -18.736 2.647 0.055 -0.102 0.004 0.958
0.157 -18.736 2.647 0.055 -0.102 0.009 0.750
0.235 -18.736 2.647 0.055 -0.102 0.013 0.543
0.313 -18.736 2.647 0.055 -0.102 0.017 0.336
0.392 -18.736 2.647 0.055 -0.102 0.022 0.128
0.470 -18.736 2.647 0.055 -0.102 0.026 -0.079
0.548 -18.736 2.647 0.055 -0.102 0.030 -0.286
0.627 -18.736 2.647 0.055 -0.102 0.035 -0.493
0.705 -18.736 2.647 0.055 -0.102 0.039 -0.701
0.783 -18.736 2.647 0.055 -0.102 0.043 -0.908
47 1:LOAD CASE 0.000 0.122 1.282 0.624 0.056 -0.113 0.238
0.078 0.122 1.074 0.624 0.056 -0.064 0.147
0.157 0.122 0.866 0.624 0.056 -0.015 0.071
0.235 0.122 0.658 0.624 0.056 0.034 0.011
0.313 0.122 0.450 0.624 0.056 0.083 -0.032
0.392 0.122 0.241 0.624 0.056 0.132 -0.060
0.470 0.122 0.033 0.624 0.056 0.181 -0.070
0.548 0.122 -0.175 0.624 0.056 0.229 -0.064
0.627 0.122 -0.383 0.624 0.056 0.278 -0.042
0.705 0.122 -0.591 0.624 0.056 0.327 -0.005
0.783 0.122 -0.799 0.624 0.056 0.376 0.049
2:LOAD CASE 0.000 -18.805 2.157 0.100 -0.015 -0.019 0.959
0.078 -18.805 2.157 0.100 -0.015 -0.011 0.791
0.157 -18.805 2.157 0.100 -0.015 -0.004 0.622
0.235 -18.805 2.157 0.100 -0.015 0.004 0.453
0.313 -18.805 2.157 0.100 -0.015 0.012 0.284
0.392 -18.805 2.157 0.100 -0.015 0.020 0.115
0.470 -18.805 2.157 0.100 -0.015 0.028 -0.054
0.548 -18.805 2.157 0.100 -0.015 0.036 -0.223
0.627 -18.805 2.157 0.100 -0.015 0.043 -0.392
0.705 -18.805 2.157 0.100 -0.015 0.051 -0.561
0.783 -18.805 2.157 0.100 -0.015 0.059 -0.730
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
48 1:LOAD CASE 0.000 -5.186 2.156 0.265 0.020 -0.237 0.570
0.078 -5.186 1.948 0.265 0.020 -0.216 0.411
0.157 -5.186 1.740 0.265 0.020 -0.195 0.267
0.235 -5.186 1.532 0.265 0.020 -0.174 0.139
0.313 -5.186 1.324 0.265 0.020 -0.154 0.026
0.392 -5.186 1.116 0.265 0.020 -0.133 -0.070
0.470 -5.186 0.908 0.265 0.020 -0.112 -0.149
0.548 -5.186 0.699 0.265 0.020 -0.091 -0.211
0.627 -5.186 0.491 0.265 0.020 -0.071 -0.258 0.705 -5.186 0.283 0.265 0.020 -0.050 -0.288
0.783 -5.186 0.075 0.265 0.020 -0.029 -0.303
2:LOAD CASE 0.000 -19.976 2.361 0.096 -0.052 -0.059 1.037
0.078 -19.976 2.361 0.096 -0.052 -0.051 0.852
0.157 -19.976 2.361 0.096 -0.052 -0.044 0.667
0.235 -19.976 2.361 0.096 -0.052 -0.036 0.483
0.313 -19.976 2.361 0.096 -0.052 -0.029 0.298
0.392 -19.976 2.361 0.096 -0.052 -0.021 0.113
0.470 -19.976 2.361 0.096 -0.052 -0.014 -0.072
0.548 -19.976 2.361 0.096 -0.052 -0.006 -0.257
0.627 -19.976 2.361 0.096 -0.052 0.001 -0.442
0.705 -19.976 2.361 0.096 -0.052 0.009 -0.627
0.783 -19.976 2.361 0.096 -0.052 0.016 -0.812
97 1:LOAD CASE 0.000 83.872 -0.181 0.334 0.031 -0.622 -0.265
0.400 85.029 -0.181 0.334 0.031 -0.488 -0.193
0.800 86.186 -0.181 0.334 0.031 -0.355 -0.120
1.200 87.343 -0.181 0.334 0.031 -0.221 -0.048
1.600 88.501 -0.181 0.334 0.031 -0.088 0.024
2.000 89.658 -0.181 0.334 0.031 0.046 0.096
2.400 90.815 -0.181 0.334 0.031 0.179 0.169
2.800 91.972 -0.181 0.334 0.031 0.312 0.241
3.200 93.129 -0.181 0.334 0.031 0.446 0.313
3.600 94.286 -0.181 0.334 0.031 0.579 0.386
4.000 95.444 -0.181 0.334 0.031 0.713 0.458
2:LOAD CASE 0.000 18.635 -0.119 0.242 0.052 -0.776 -0.289
0.400 18.635 -0.119 0.242 0.052 -0.679 -0.241
0.800 18.635 -0.119 0.242 0.052 -0.582 -0.193
1.200 18.635 -0.119 0.242 0.052 -0.485 -0.145
1.600 18.635 -0.119 0.242 0.052 -0.389 -0.098
2.000 18.635 -0.119 0.242 0.052 -0.292 -0.050
2.400 18.635 -0.119 0.242 0.052 -0.195 -0.002
2.800 18.635 -0.119 0.242 0.052 -0.098 0.046
3.200 18.635 -0.119 0.242 0.052 -0.002 0.094
3.600 18.635 -0.119 0.242 0.052 0.095 0.141
4.000 18.635 -0.119 0.242 0.052 0.192 0.189
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
98 1:LOAD CASE 0.000 103.414 -0.266 0.463 0.003 -0.905 -0.514
0.400 104.571 -0.266 0.463 0.003 -0.720 -0.408
0.800 105.728 -0.266 0.463 0.003 -0.535 -0.301
1.200 106.885 -0.266 0.463 0.003 -0.349 -0.195
1.600 108.043 -0.266 0.463 0.003 -0.164 -0.089
2.000 109.200 -0.266 0.463 0.003 0.021 0.018
2.400 110.357 -0.266 0.463 0.003 0.206 0.124
2.800 111.514 -0.266 0.463 0.003 0.391 0.231
3.200 112.671 -0.266 0.463 0.003 0.576 0.337 3.600 113.829 -0.266 0.463 0.003 0.762 0.443
4.000 114.986 -0.266 0.463 0.003 0.947 0.550
2:LOAD CASE 0.000 18.635 0.037 -0.061 0.005 0.185 0.121
0.400 18.635 0.037 -0.061 0.005 0.161 0.106
0.800 18.635 0.037 -0.061 0.005 0.136 0.091
1.200 18.635 0.037 -0.061 0.005 0.112 0.076
1.600 18.635 0.037 -0.061 0.005 0.088 0.061
2.000 18.635 0.037 -0.061 0.005 0.064 0.046
2.400 18.635 0.037 -0.061 0.005 0.040 0.032
2.800 18.635 0.037 -0.061 0.005 0.015 0.017
3.200 18.635 0.037 -0.061 0.005 -0.009 0.002
3.600 18.635 0.037 -0.061 0.005 -0.033 -0.013
4.000 18.635 0.037 -0.061 0.005 -0.057 -0.028
99 1:LOAD CASE 0.000 122.956 -0.145 0.251 0.000 -0.672 -0.387
0.400 124.113 -0.145 0.251 0.000 -0.571 -0.329
0.800 125.270 -0.145 0.251 0.000 -0.471 -0.271
1.200 126.428 -0.145 0.251 0.000 -0.371 -0.213
1.600 127.585 -0.145 0.251 0.000 -0.270 -0.156
2.000 128.742 -0.145 0.251 0.000 -0.170 -0.098
2.400 129.899 -0.145 0.251 0.000 -0.070 -0.040
2.800 131.056 -0.145 0.251 0.000 0.031 0.018
3.200 132.213 -0.145 0.251 0.000 0.131 0.076
3.600 133.371 -0.145 0.251 0.000 0.231 0.134
4.000 134.528 -0.145 0.251 0.000 0.332 0.192
2:LOAD CASE 0.000 18.635 -0.010 0.018 0.000 -0.048 -0.027
0.400 18.635 -0.010 0.018 0.000 -0.041 -0.023
0.800 18.635 -0.010 0.018 0.000 -0.034 -0.019
1.200 18.635 -0.010 0.018 0.000 -0.027 -0.015
1.600 18.635 -0.010 0.018 0.000 -0.020 -0.011
2.000 18.635 -0.010 0.018 0.000 -0.013 -0.007
2.400 18.635 -0.010 0.018 0.000 -0.006 -0.003
2.800 18.635 -0.010 0.018 0.000 0.002 0.001
3.200 18.635 -0.010 0.018 0.000 0.009 0.005
3.600 18.635 -0.010 0.018 0.000 0.016 0.009
4.000 18.635 -0.010 0.018 0.000 0.023 0.013
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
101 1:LOAD CASE 0.000 0.155 3.996 0.009 -0.004 -0.014 1.904
0.300 0.155 3.199 0.009 -0.004 -0.011 0.838
0.600 0.155 2.402 0.009 -0.004 -0.008 0.004
0.900 0.155 1.605 0.009 -0.004 -0.006 -0.597
1.200 0.155 0.808 0.009 -0.004 -0.003 -0.966
1.500 0.155 0.011 0.009 -0.004 -0.000 -1.102
1.800 0.155 -0.786 0.009 -0.004 0.003 -0.972
2.100 0.155 -1.583 0.009 -0.004 0.006 -0.611
2.400 0.155 -2.380 0.009 -0.004 0.008 -0.016 2.700 0.155 -3.177 0.009 -0.004 0.011 0.811
3.000 0.155 -3.974 0.009 -0.004 0.014 1.870
2:LOAD CASE 0.000 -0.340 0.019 0.016 -0.006 -0.024 0.069
0.300 -0.340 0.019 0.016 -0.006 -0.019 0.063
0.600 -0.340 0.019 0.016 -0.006 -0.014 0.057
0.900 -0.340 0.019 0.016 -0.006 -0.009 0.052
1.200 -0.340 0.019 0.016 -0.006 -0.005 0.046
1.500 -0.340 0.019 0.016 -0.006 -0.000 0.040
1.800 -0.340 0.019 0.016 -0.006 0.005 0.034
2.100 -0.340 0.019 0.016 -0.006 0.009 0.029
2.400 -0.340 0.019 0.016 -0.006 0.014 0.023
2.700 -0.340 0.019 0.016 -0.006 0.019 0.017
3.000 -0.340 0.019 0.016 -0.006 0.023 0.011
102 1:LOAD CASE 0.000 -0.244 3.986 0.001 -0.000 -0.001 1.871
0.300 -0.244 3.189 0.001 -0.000 -0.001 0.808
0.600 -0.244 2.392 0.001 -0.000 -0.001 -0.022
0.900 -0.244 1.595 0.001 -0.000 -0.001 -0.620
1.200 -0.244 0.798 0.001 -0.000 -0.000 -0.986
1.500 -0.244 0.001 0.001 -0.000 0.000 -1.119
1.800 -0.244 -0.796 0.001 -0.000 0.000 -0.986
2.100 -0.244 -1.593 0.001 -0.000 0.001 -0.621
2.400 -0.244 -2.390 0.001 -0.000 0.001 -0.024
2.700 -0.244 -3.187 0.001 -0.000 0.001 0.806
3.000 -0.244 -3.984 0.001 -0.000 0.001 1.869
2:LOAD CASE 0.000 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.300 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.600 0.091 0.001 0.002 -0.000 -0.001 -0.008
0.900 0.091 0.001 0.002 -0.000 -0.001 -0.008
1.200 0.091 0.001 0.002 -0.000 -0.000 -0.008
1.500 0.091 0.001 0.002 -0.000 -0.000 -0.009
1.800 0.091 0.001 0.002 -0.000 0.000 -0.009
2.100 0.091 0.001 0.002 -0.000 0.001 -0.010
2.400 0.091 0.001 0.002 -0.000 0.001 -0.010
2.700 0.091 0.001 0.002 -0.000 0.002 -0.010
3.000 0.091 0.001 0.002 -0.000 0.002 -0.011
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
104 1:LOAD CASE 0.000 83.872 0.199 0.323 0.031 -0.540 0.406
0.400 85.029 0.199 0.323 0.031 -0.411 0.326
0.800 86.186 0.199 0.323 0.031 -0.282 0.247
1.200 87.343 0.199 0.323 0.031 -0.152 0.168
1.600 88.501 0.199 0.323 0.031 -0.023 0.088
2.000 89.658 0.199 0.323 0.031 0.106 0.009
2.400 90.815 0.199 0.323 0.031 0.236 -0.071
2.800 91.972 0.199 0.323 0.031 0.365 -0.150
3.200 93.129 0.199 0.323 0.031 0.494 -0.229 3.600 94.286 0.199 0.323 0.031 0.623 -0.309
4.000 95.444 0.199 0.323 0.031 0.753 -0.388
2:LOAD CASE 0.000 18.635 0.150 0.224 0.052 -0.638 0.527
0.400 18.635 0.150 0.224 0.052 -0.548 0.467
0.800 18.635 0.150 0.224 0.052 -0.458 0.408
1.200 18.635 0.150 0.224 0.052 -0.369 0.348
1.600 18.635 0.150 0.224 0.052 -0.279 0.288
2.000 18.635 0.150 0.224 0.052 -0.189 0.228
2.400 18.635 0.150 0.224 0.052 -0.099 0.168
2.800 18.635 0.150 0.224 0.052 -0.010 0.108
3.200 18.635 0.150 0.224 0.052 0.080 0.048
3.600 18.635 0.150 0.224 0.052 0.170 -0.012
4.000 18.635 0.150 0.224 0.052 0.260 -0.071
105 1:LOAD CASE 0.000 103.414 0.268 0.462 0.003 -0.898 0.527
0.400 104.571 0.268 0.462 0.003 -0.713 0.419
0.800 105.728 0.268 0.462 0.003 -0.528 0.312
1.200 106.885 0.268 0.462 0.003 -0.344 0.205
1.600 108.043 0.268 0.462 0.003 -0.159 0.098
2.000 109.200 0.268 0.462 0.003 0.026 -0.009
2.400 110.357 0.268 0.462 0.003 0.211 -0.116
2.800 111.514 0.268 0.462 0.003 0.395 -0.224
3.200 112.671 0.268 0.462 0.003 0.580 -0.331
3.600 113.829 0.268 0.462 0.003 0.765 -0.438
4.000 114.986 0.268 0.462 0.003 0.950 -0.545
2:LOAD CASE 0.000 18.635 -0.034 -0.062 0.005 0.197 -0.100
0.400 18.635 -0.034 -0.062 0.005 0.172 -0.086
0.800 18.635 -0.034 -0.062 0.005 0.147 -0.073
1.200 18.635 -0.034 -0.062 0.005 0.122 -0.059
1.600 18.635 -0.034 -0.062 0.005 0.097 -0.046
2.000 18.635 -0.034 -0.062 0.005 0.072 -0.032
2.400 18.635 -0.034 -0.062 0.005 0.047 -0.018
2.800 18.635 -0.034 -0.062 0.005 0.022 -0.005
3.200 18.635 -0.034 -0.062 0.005 -0.003 0.009
3.600 18.635 -0.034 -0.062 0.005 -0.028 0.022
4.000 18.635 -0.034 -0.062 0.005 -0.053 0.036
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
106 1:LOAD CASE 0.000 122.956 0.145 0.251 0.000 -0.671 0.388
0.400 124.113 0.145 0.251 0.000 -0.571 0.330
0.800 125.270 0.145 0.251 0.000 -0.470 0.272
1.200 126.428 0.145 0.251 0.000 -0.370 0.214
1.600 127.585 0.145 0.251 0.000 -0.270 0.156
2.000 128.742 0.145 0.251 0.000 -0.170 0.098
2.400 129.899 0.145 0.251 0.000 -0.069 0.040
2.800 131.056 0.145 0.251 0.000 0.031 -0.018
3.200 132.213 0.145 0.251 0.000 0.131 -0.075 3.600 133.371 0.145 0.251 0.000 0.232 -0.133
4.000 134.528 0.145 0.251 0.000 0.332 -0.191
2:LOAD CASE 0.000 18.635 0.010 0.017 0.000 -0.047 0.028
0.400 18.635 0.010 0.017 0.000 -0.040 0.024
0.800 18.635 0.010 0.017 0.000 -0.033 0.020
1.200 18.635 0.010 0.017 0.000 -0.026 0.016
1.600 18.635 0.010 0.017 0.000 -0.019 0.012
2.000 18.635 0.010 0.017 0.000 -0.012 0.008
2.400 18.635 0.010 0.017 0.000 -0.005 0.004
2.800 18.635 0.010 0.017 0.000 0.002 -0.001
3.200 18.635 0.010 0.017 0.000 0.009 -0.005
3.600 18.635 0.010 0.017 0.000 0.016 -0.009
4.000 18.635 0.010 0.017 0.000 0.023 -0.013
108 1:LOAD CASE 0.000 0.155 3.996 0.009 -0.004 -0.014 1.904
0.300 0.155 3.199 0.009 -0.004 -0.011 0.838
0.600 0.155 2.402 0.009 -0.004 -0.008 0.004
0.900 0.155 1.605 0.009 -0.004 -0.006 -0.597
1.200 0.155 0.808 0.009 -0.004 -0.003 -0.966
1.500 0.155 0.011 0.009 -0.004 0.000 -1.102
1.800 0.155 -0.786 0.009 -0.004 0.003 -0.972
2.100 0.155 -1.583 0.009 -0.004 0.006 -0.611
2.400 0.155 -2.380 0.009 -0.004 0.008 -0.016
2.700 0.155 -3.177 0.009 -0.004 0.011 0.811
3.000 0.155 -3.974 0.009 -0.004 0.014 1.870
2:LOAD CASE 0.000 -0.340 0.019 0.016 -0.006 -0.024 0.069
0.300 -0.340 0.019 0.016 -0.006 -0.019 0.063
0.600 -0.340 0.019 0.016 -0.006 -0.014 0.057
0.900 -0.340 0.019 0.016 -0.006 -0.009 0.052
1.200 -0.340 0.019 0.016 -0.006 -0.005 0.046
1.500 -0.340 0.019 0.016 -0.006 0.000 0.040
1.800 -0.340 0.019 0.016 -0.006 0.005 0.034
2.100 -0.340 0.019 0.016 -0.006 0.009 0.029
2.400 -0.340 0.019 0.016 -0.006 0.014 0.023
2.700 -0.340 0.019 0.016 -0.006 0.019 0.017
3.000 -0.340 0.019 0.016 -0.006 0.024 0.011
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
109 1:LOAD CASE 0.000 -0.244 3.986 0.001 -0.000 -0.001 1.871
0.300 -0.244 3.189 0.001 -0.000 -0.001 0.808
0.600 -0.244 2.392 0.001 -0.000 -0.001 -0.022
0.900 -0.244 1.595 0.001 -0.000 -0.001 -0.620
1.200 -0.244 0.798 0.001 -0.000 -0.000 -0.986
1.500 -0.244 0.001 0.001 -0.000 -0.000 -1.119
1.800 -0.244 -0.796 0.001 -0.000 0.000 -0.986
2.100 -0.244 -1.593 0.001 -0.000 0.001 -0.621
2.400 -0.244 -2.390 0.001 -0.000 0.001 -0.024 2.700 -0.244 -3.187 0.001 -0.000 0.001 0.806
3.000 -0.244 -3.984 0.001 -0.000 0.001 1.869
2:LOAD CASE 0.000 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.300 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.600 0.091 0.001 0.002 -0.000 -0.001 -0.008
0.900 0.091 0.001 0.002 -0.000 -0.001 -0.008
1.200 0.091 0.001 0.002 -0.000 -0.000 -0.008
1.500 0.091 0.001 0.002 -0.000 0.000 -0.009
1.800 0.091 0.001 0.002 -0.000 0.000 -0.009
2.100 0.091 0.001 0.002 -0.000 0.001 -0.010
2.400 0.091 0.001 0.002 -0.000 0.001 -0.010
2.700 0.091 0.001 0.002 -0.000 0.002 -0.010
3.000 0.091 0.001 0.002 -0.000 0.002 -0.011
111 1:LOAD CASE 0.000 83.872 0.379 -0.010 0.031 0.081 0.671
0.400 85.029 0.379 -0.010 0.031 0.077 0.519
0.800 86.186 0.379 -0.010 0.031 0.073 0.367
1.200 87.343 0.379 -0.010 0.031 0.069 0.216
1.600 88.501 0.379 -0.010 0.031 0.065 0.064
2.000 89.658 0.379 -0.010 0.031 0.061 -0.088
2.400 90.815 0.379 -0.010 0.031 0.057 -0.239
2.800 91.972 0.379 -0.010 0.031 0.052 -0.391
3.200 93.129 0.379 -0.010 0.031 0.048 -0.543
3.600 94.286 0.379 -0.010 0.031 0.044 -0.694
4.000 95.444 0.379 -0.010 0.031 0.040 -0.846
2:LOAD CASE 0.000 18.635 0.269 -0.017 0.052 0.138 0.816
0.400 18.635 0.269 -0.017 0.052 0.131 0.708
0.800 18.635 0.269 -0.017 0.052 0.124 0.601
1.200 18.635 0.269 -0.017 0.052 0.117 0.493
1.600 18.635 0.269 -0.017 0.052 0.110 0.385
2.000 18.635 0.269 -0.017 0.052 0.103 0.278
2.400 18.635 0.269 -0.017 0.052 0.096 0.170
2.800 18.635 0.269 -0.017 0.052 0.089 0.062
3.200 18.635 0.269 -0.017 0.052 0.082 -0.045
3.600 18.635 0.269 -0.017 0.052 0.075 -0.153
4.000 18.635 0.269 -0.017 0.052 0.068 -0.261
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
112 1:LOAD CASE 0.000 103.414 0.534 -0.001 0.003 0.007 1.041
0.400 104.571 0.534 -0.001 0.003 0.007 0.827
0.800 105.728 0.534 -0.001 0.003 0.006 0.614
1.200 106.885 0.534 -0.001 0.003 0.006 0.400
1.600 108.043 0.534 -0.001 0.003 0.005 0.187
2.000 109.200 0.534 -0.001 0.003 0.005 -0.027
2.400 110.357 0.534 -0.001 0.003 0.005 -0.241
2.800 111.514 0.534 -0.001 0.003 0.004 -0.454
3.200 112.671 0.534 -0.001 0.003 0.004 -0.668 3.600 113.829 0.534 -0.001 0.003 0.003 -0.881
4.000 114.986 0.534 -0.001 0.003 0.003 -1.095
2:LOAD CASE 0.000 18.635 -0.071 -0.002 0.005 0.012 -0.220
0.400 18.635 -0.071 -0.002 0.005 0.011 -0.192
0.800 18.635 -0.071 -0.002 0.005 0.011 -0.164
1.200 18.635 -0.071 -0.002 0.005 0.010 -0.135
1.600 18.635 -0.071 -0.002 0.005 0.009 -0.107
2.000 18.635 -0.071 -0.002 0.005 0.008 -0.078
2.400 18.635 -0.071 -0.002 0.005 0.008 -0.050
2.800 18.635 -0.071 -0.002 0.005 0.007 -0.022
3.200 18.635 -0.071 -0.002 0.005 0.006 0.007
3.600 18.635 -0.071 -0.002 0.005 0.006 0.035
4.000 18.635 -0.071 -0.002 0.005 0.005 0.064
113 1:LOAD CASE 0.000 122.956 0.290 -0.000 0.000 0.001 0.775
0.400 124.113 0.290 -0.000 0.000 0.000 0.659
0.800 125.270 0.290 -0.000 0.000 0.000 0.544
1.200 126.428 0.290 -0.000 0.000 0.000 0.428
1.600 127.585 0.290 -0.000 0.000 0.000 0.312
2.000 128.742 0.290 -0.000 0.000 0.000 0.196
2.400 129.899 0.290 -0.000 0.000 0.000 0.080
2.800 131.056 0.290 -0.000 0.000 0.000 -0.036
3.200 132.213 0.290 -0.000 0.000 0.000 -0.151
3.600 133.371 0.290 -0.000 0.000 0.000 -0.267
4.000 134.528 0.290 -0.000 0.000 0.000 -0.383
2:LOAD CASE 0.000 18.635 0.020 -0.000 0.000 0.001 0.055
0.400 18.635 0.020 -0.000 0.000 0.001 0.047
0.800 18.635 0.020 -0.000 0.000 0.001 0.038
1.200 18.635 0.020 -0.000 0.000 0.001 0.030
1.600 18.635 0.020 -0.000 0.000 0.001 0.022
2.000 18.635 0.020 -0.000 0.000 0.001 0.014
2.400 18.635 0.020 -0.000 0.000 0.001 0.006
2.800 18.635 0.020 -0.000 0.000 0.001 -0.002
3.200 18.635 0.020 -0.000 0.000 0.000 -0.010
3.600 18.635 0.020 -0.000 0.000 0.000 -0.018
4.000 18.635 0.020 -0.000 0.000 0.000 -0.026
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
115 1:LOAD CASE 0.000 0.155 3.996 0.009 -0.004 -0.014 1.904
0.300 0.155 3.199 0.009 -0.004 -0.011 0.838
0.600 0.155 2.402 0.009 -0.004 -0.008 0.004
0.900 0.155 1.605 0.009 -0.004 -0.006 -0.597
1.200 0.155 0.808 0.009 -0.004 -0.003 -0.966
1.500 0.155 0.011 0.009 -0.004 0.000 -1.102
1.800 0.155 -0.786 0.009 -0.004 0.003 -0.972
2.100 0.155 -1.583 0.009 -0.004 0.006 -0.611
2.400 0.155 -2.380 0.009 -0.004 0.008 -0.016 2.700 0.155 -3.177 0.009 -0.004 0.011 0.811
3.000 0.155 -3.974 0.009 -0.004 0.014 1.870
2:LOAD CASE 0.000 -0.340 0.019 0.016 -0.006 -0.023 0.069
0.300 -0.340 0.019 0.016 -0.006 -0.019 0.063
0.600 -0.340 0.019 0.016 -0.006 -0.014 0.057
0.900 -0.340 0.019 0.016 -0.006 -0.009 0.052
1.200 -0.340 0.019 0.016 -0.006 -0.005 0.046
1.500 -0.340 0.019 0.016 -0.006 0.000 0.040
1.800 -0.340 0.019 0.016 -0.006 0.005 0.034
2.100 -0.340 0.019 0.016 -0.006 0.009 0.029
2.400 -0.340 0.019 0.016 -0.006 0.014 0.023
2.700 -0.340 0.019 0.016 -0.006 0.019 0.017
3.000 -0.340 0.019 0.016 -0.006 0.023 0.011
116 1:LOAD CASE 0.000 -0.244 3.986 0.001 -0.000 -0.001 1.871
0.300 -0.244 3.189 0.001 -0.000 -0.001 0.808
0.600 -0.244 2.392 0.001 -0.000 -0.001 -0.022
0.900 -0.244 1.595 0.001 -0.000 -0.001 -0.620
1.200 -0.244 0.798 0.001 -0.000 -0.000 -0.986
1.500 -0.244 0.001 0.001 -0.000 0.000 -1.119
1.800 -0.244 -0.796 0.001 -0.000 0.000 -0.986
2.100 -0.244 -1.593 0.001 -0.000 0.001 -0.621
2.400 -0.244 -2.390 0.001 -0.000 0.001 -0.024
2.700 -0.244 -3.187 0.001 -0.000 0.001 0.806
3.000 -0.244 -3.984 0.001 -0.000 0.001 1.869
2:LOAD CASE 0.000 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.300 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.600 0.091 0.001 0.002 -0.000 -0.001 -0.008
0.900 0.091 0.001 0.002 -0.000 -0.001 -0.008
1.200 0.091 0.001 0.002 -0.000 -0.000 -0.008
1.500 0.091 0.001 0.002 -0.000 0.000 -0.009
1.800 0.091 0.001 0.002 -0.000 0.000 -0.009
2.100 0.091 0.001 0.002 -0.000 0.001 -0.010
2.400 0.091 0.001 0.002 -0.000 0.001 -0.010
2.700 0.091 0.001 0.002 -0.000 0.002 -0.010
3.000 0.091 0.001 0.002 -0.000 0.002 -0.011
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
118 1:LOAD CASE 0.000 83.872 0.181 -0.334 0.031 0.622 0.265
0.400 85.029 0.181 -0.334 0.031 0.488 0.193
0.800 86.186 0.181 -0.334 0.031 0.355 0.120
1.200 87.344 0.181 -0.334 0.031 0.221 0.048
1.600 88.501 0.181 -0.334 0.031 0.088 -0.024
2.000 89.658 0.181 -0.334 0.031 -0.046 -0.096
2.400 90.815 0.181 -0.334 0.031 -0.179 -0.169
2.800 91.972 0.181 -0.334 0.031 -0.312 -0.241
3.200 93.129 0.181 -0.334 0.031 -0.446 -0.313 3.600 94.287 0.181 -0.334 0.031 -0.579 -0.386
4.000 95.444 0.181 -0.334 0.031 -0.713 -0.458
2:LOAD CASE 0.000 18.635 0.119 -0.242 0.052 0.776 0.289
0.400 18.635 0.119 -0.242 0.052 0.679 0.241
0.800 18.635 0.119 -0.242 0.052 0.582 0.193
1.200 18.635 0.119 -0.242 0.052 0.485 0.145
1.600 18.635 0.119 -0.242 0.052 0.389 0.098
2.000 18.635 0.119 -0.242 0.052 0.292 0.050
2.400 18.635 0.119 -0.242 0.052 0.195 0.002
2.800 18.635 0.119 -0.242 0.052 0.098 -0.046
3.200 18.635 0.119 -0.242 0.052 0.002 -0.094
3.600 18.635 0.119 -0.242 0.052 -0.095 -0.141
4.000 18.635 0.119 -0.242 0.052 -0.192 -0.189
119 1:LOAD CASE 0.000 103.414 0.266 -0.463 0.003 0.905 0.514
0.400 104.571 0.266 -0.463 0.003 0.720 0.408
0.800 105.728 0.266 -0.463 0.003 0.535 0.301
1.200 106.886 0.266 -0.463 0.003 0.349 0.195
1.600 108.043 0.266 -0.463 0.003 0.164 0.089
2.000 109.200 0.266 -0.463 0.003 -0.021 -0.018
2.400 110.357 0.266 -0.463 0.003 -0.206 -0.124
2.800 111.514 0.266 -0.463 0.003 -0.391 -0.231
3.200 112.672 0.266 -0.463 0.003 -0.576 -0.337
3.600 113.829 0.266 -0.463 0.003 -0.762 -0.443
4.000 114.986 0.266 -0.463 0.003 -0.947 -0.550
2:LOAD CASE 0.000 18.635 -0.037 0.061 0.005 -0.185 -0.121
0.400 18.635 -0.037 0.061 0.005 -0.161 -0.106
0.800 18.635 -0.037 0.061 0.005 -0.136 -0.091
1.200 18.635 -0.037 0.061 0.005 -0.112 -0.076
1.600 18.635 -0.037 0.061 0.005 -0.088 -0.061
2.000 18.635 -0.037 0.061 0.005 -0.064 -0.046
2.400 18.635 -0.037 0.061 0.005 -0.040 -0.032
2.800 18.635 -0.037 0.061 0.005 -0.015 -0.017
3.200 18.635 -0.037 0.061 0.005 0.009 -0.002
3.600 18.635 -0.037 0.061 0.005 0.033 0.013
4.000 18.635 -0.037 0.061 0.005 0.057 0.028
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
120 1:LOAD CASE 0.000 122.956 0.145 -0.251 0.000 0.672 0.387
0.400 124.113 0.145 -0.251 0.000 0.571 0.329
0.800 125.271 0.145 -0.251 0.000 0.471 0.271
1.200 126.428 0.145 -0.251 0.000 0.371 0.213
1.600 127.585 0.145 -0.251 0.000 0.270 0.156
2.000 128.742 0.145 -0.251 0.000 0.170 0.098
2.400 129.899 0.145 -0.251 0.000 0.070 0.040
2.800 131.056 0.145 -0.251 0.000 -0.031 -0.018
3.200 132.213 0.145 -0.251 0.000 -0.131 -0.076 3.600 133.371 0.145 -0.251 0.000 -0.231 -0.134
4.000 134.528 0.145 -0.251 0.000 -0.332 -0.192
2:LOAD CASE 0.000 18.635 0.010 -0.018 0.000 0.048 0.027
0.400 18.635 0.010 -0.018 0.000 0.041 0.023
0.800 18.635 0.010 -0.018 0.000 0.034 0.019
1.200 18.635 0.010 -0.018 0.000 0.027 0.015
1.600 18.635 0.010 -0.018 0.000 0.020 0.011
2.000 18.635 0.010 -0.018 0.000 0.013 0.007
2.400 18.635 0.010 -0.018 0.000 0.006 0.003
2.800 18.635 0.010 -0.018 0.000 -0.002 -0.001
3.200 18.635 0.010 -0.018 0.000 -0.009 -0.005
3.600 18.635 0.010 -0.018 0.000 -0.016 -0.009
4.000 18.635 0.010 -0.018 0.000 -0.023 -0.013
122 1:LOAD CASE 0.000 0.155 3.996 0.009 -0.004 -0.014 1.904
0.300 0.155 3.199 0.009 -0.004 -0.011 0.838
0.600 0.155 2.402 0.009 -0.004 -0.008 0.004
0.900 0.155 1.605 0.009 -0.004 -0.006 -0.597
1.200 0.155 0.808 0.009 -0.004 -0.003 -0.966
1.500 0.155 0.011 0.009 -0.004 -0.000 -1.102
1.800 0.155 -0.786 0.009 -0.004 0.003 -0.972
2.100 0.155 -1.583 0.009 -0.004 0.006 -0.611
2.400 0.155 -2.380 0.009 -0.004 0.008 -0.016
2.700 0.155 -3.177 0.009 -0.004 0.011 0.811
3.000 0.155 -3.974 0.009 -0.004 0.014 1.870
2:LOAD CASE 0.000 -0.340 0.019 0.016 -0.006 -0.024 0.069
0.300 -0.340 0.019 0.016 -0.006 -0.019 0.063
0.600 -0.340 0.019 0.016 -0.006 -0.014 0.057
0.900 -0.340 0.019 0.016 -0.006 -0.009 0.052
1.200 -0.340 0.019 0.016 -0.006 -0.005 0.046
1.500 -0.340 0.019 0.016 -0.006 -0.000 0.040
1.800 -0.340 0.019 0.016 -0.006 0.005 0.034
2.100 -0.340 0.019 0.016 -0.006 0.009 0.029
2.400 -0.340 0.019 0.016 -0.006 0.014 0.023
2.700 -0.340 0.019 0.016 -0.006 0.019 0.017
3.000 -0.340 0.019 0.016 -0.006 0.023 0.011
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
123 1:LOAD CASE 0.000 -0.244 3.986 0.001 -0.000 -0.001 1.871
0.300 -0.244 3.189 0.001 -0.000 -0.001 0.808
0.600 -0.244 2.392 0.001 -0.000 -0.001 -0.022
0.900 -0.244 1.595 0.001 -0.000 -0.001 -0.620
1.200 -0.244 0.798 0.001 -0.000 -0.000 -0.986
1.500 -0.244 0.001 0.001 -0.000 0.000 -1.119
1.800 -0.244 -0.796 0.001 -0.000 0.000 -0.986
2.100 -0.244 -1.593 0.001 -0.000 0.001 -0.621
2.400 -0.244 -2.390 0.001 -0.000 0.001 -0.024 2.700 -0.244 -3.187 0.001 -0.000 0.001 0.806
3.000 -0.244 -3.984 0.001 -0.000 0.001 1.869
2:LOAD CASE 0.000 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.300 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.600 0.091 0.001 0.002 -0.000 -0.001 -0.008
0.900 0.091 0.001 0.002 -0.000 -0.001 -0.008
1.200 0.091 0.001 0.002 -0.000 -0.000 -0.008
1.500 0.091 0.001 0.002 -0.000 -0.000 -0.009
1.800 0.091 0.001 0.002 -0.000 0.000 -0.009
2.100 0.091 0.001 0.002 -0.000 0.001 -0.010
2.400 0.091 0.001 0.002 -0.000 0.001 -0.010
2.700 0.091 0.001 0.002 -0.000 0.002 -0.010
3.000 0.091 0.001 0.002 -0.000 0.002 -0.011
125 1:LOAD CASE 0.000 83.872 -0.199 -0.323 0.031 0.540 -0.406
0.400 85.029 -0.199 -0.323 0.031 0.411 -0.326
0.800 86.186 -0.199 -0.323 0.031 0.282 -0.247
1.200 87.344 -0.199 -0.323 0.031 0.152 -0.168
1.600 88.501 -0.199 -0.323 0.031 0.023 -0.088
2.000 89.658 -0.199 -0.323 0.031 -0.106 -0.009
2.400 90.815 -0.199 -0.323 0.031 -0.236 0.071
2.800 91.972 -0.199 -0.323 0.031 -0.365 0.150
3.200 93.129 -0.199 -0.323 0.031 -0.494 0.229
3.600 94.287 -0.199 -0.323 0.031 -0.624 0.309
4.000 95.444 -0.199 -0.323 0.031 -0.753 0.388
2:LOAD CASE 0.000 18.635 -0.150 -0.224 0.052 0.638 -0.527
0.400 18.635 -0.150 -0.224 0.052 0.548 -0.467
0.800 18.635 -0.150 -0.224 0.052 0.458 -0.408
1.200 18.635 -0.150 -0.224 0.052 0.369 -0.348
1.600 18.635 -0.150 -0.224 0.052 0.279 -0.288
2.000 18.635 -0.150 -0.224 0.052 0.189 -0.228
2.400 18.635 -0.150 -0.224 0.052 0.099 -0.168
2.800 18.635 -0.150 -0.224 0.052 0.010 -0.108
3.200 18.635 -0.150 -0.224 0.052 -0.080 -0.048
3.600 18.635 -0.150 -0.224 0.052 -0.170 0.012
4.000 18.635 -0.150 -0.224 0.052 -0.260 0.071
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
126 1:LOAD CASE 0.000 103.414 -0.268 -0.462 0.003 0.898 -0.527
0.400 104.571 -0.268 -0.462 0.003 0.713 -0.419
0.800 105.728 -0.268 -0.462 0.003 0.528 -0.312
1.200 106.886 -0.268 -0.462 0.003 0.344 -0.205
1.600 108.043 -0.268 -0.462 0.003 0.159 -0.098
2.000 109.200 -0.268 -0.462 0.003 -0.026 0.009
2.400 110.357 -0.268 -0.462 0.003 -0.211 0.116
2.800 111.514 -0.268 -0.462 0.003 -0.395 0.224
3.200 112.671 -0.268 -0.462 0.003 -0.580 0.331 3.600 113.829 -0.268 -0.462 0.003 -0.765 0.438
4.000 114.986 -0.268 -0.462 0.003 -0.950 0.545
2:LOAD CASE 0.000 18.635 0.034 0.062 0.005 -0.197 0.100
0.400 18.635 0.034 0.062 0.005 -0.172 0.086
0.800 18.635 0.034 0.062 0.005 -0.147 0.073
1.200 18.635 0.034 0.062 0.005 -0.122 0.059
1.600 18.635 0.034 0.062 0.005 -0.097 0.046
2.000 18.635 0.034 0.062 0.005 -0.072 0.032
2.400 18.635 0.034 0.062 0.005 -0.047 0.018
2.800 18.635 0.034 0.062 0.005 -0.022 0.005
3.200 18.635 0.034 0.062 0.005 0.003 -0.009
3.600 18.635 0.034 0.062 0.005 0.028 -0.022
4.000 18.635 0.034 0.062 0.005 0.053 -0.036
127 1:LOAD CASE 0.000 122.956 -0.145 -0.251 0.000 0.671 -0.388
0.400 124.113 -0.145 -0.251 0.000 0.571 -0.330
0.800 125.271 -0.145 -0.251 0.000 0.470 -0.272
1.200 126.428 -0.145 -0.251 0.000 0.370 -0.214
1.600 127.585 -0.145 -0.251 0.000 0.270 -0.156
2.000 128.742 -0.145 -0.251 0.000 0.170 -0.098
2.400 129.899 -0.145 -0.251 0.000 0.069 -0.040
2.800 131.056 -0.145 -0.251 0.000 -0.031 0.018
3.200 132.213 -0.145 -0.251 0.000 -0.131 0.075
3.600 133.371 -0.145 -0.251 0.000 -0.232 0.133
4.000 134.528 -0.145 -0.251 0.000 -0.332 0.191
2:LOAD CASE 0.000 18.635 -0.010 -0.017 0.000 0.047 -0.028
0.400 18.635 -0.010 -0.017 0.000 0.040 -0.024
0.800 18.635 -0.010 -0.017 0.000 0.033 -0.020
1.200 18.635 -0.010 -0.017 0.000 0.026 -0.016
1.600 18.635 -0.010 -0.017 0.000 0.019 -0.012
2.000 18.635 -0.010 -0.017 0.000 0.012 -0.008
2.400 18.635 -0.010 -0.017 0.000 0.005 -0.004
2.800 18.635 -0.010 -0.017 0.000 -0.002 0.001
3.200 18.635 -0.010 -0.017 0.000 -0.009 0.005
3.600 18.635 -0.010 -0.017 0.000 -0.016 0.009
4.000 18.635 -0.010 -0.017 0.000 -0.023 0.013
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
129 1:LOAD CASE 0.000 0.155 3.996 0.009 -0.004 -0.014 1.904
0.300 0.155 3.199 0.009 -0.004 -0.011 0.838
0.600 0.155 2.402 0.009 -0.004 -0.008 0.004
0.900 0.155 1.605 0.009 -0.004 -0.006 -0.597
1.200 0.155 0.808 0.009 -0.004 -0.003 -0.966
1.500 0.155 0.011 0.009 -0.004 0.000 -1.102
1.800 0.155 -0.786 0.009 -0.004 0.003 -0.972
2.100 0.155 -1.583 0.009 -0.004 0.006 -0.611
2.400 0.155 -2.380 0.009 -0.004 0.008 -0.016 2.700 0.155 -3.177 0.009 -0.004 0.011 0.811
3.000 0.155 -3.974 0.009 -0.004 0.014 1.870
2:LOAD CASE 0.000 -0.340 0.019 0.016 -0.006 -0.024 0.069
0.300 -0.340 0.019 0.016 -0.006 -0.019 0.063
0.600 -0.340 0.019 0.016 -0.006 -0.014 0.057
0.900 -0.340 0.019 0.016 -0.006 -0.009 0.052
1.200 -0.340 0.019 0.016 -0.006 -0.005 0.046
1.500 -0.340 0.019 0.016 -0.006 0.000 0.040
1.800 -0.340 0.019 0.016 -0.006 0.005 0.034
2.100 -0.340 0.019 0.016 -0.006 0.009 0.029
2.400 -0.340 0.019 0.016 -0.006 0.014 0.023
2.700 -0.340 0.019 0.016 -0.006 0.019 0.017
3.000 -0.340 0.019 0.016 -0.006 0.024 0.011
130 1:LOAD CASE 0.000 -0.244 3.986 0.001 -0.000 -0.001 1.871
0.300 -0.244 3.189 0.001 -0.000 -0.001 0.808
0.600 -0.244 2.392 0.001 -0.000 -0.001 -0.022
0.900 -0.244 1.595 0.001 -0.000 -0.001 -0.620
1.200 -0.244 0.798 0.001 -0.000 -0.000 -0.986
1.500 -0.244 0.001 0.001 -0.000 -0.000 -1.119
1.800 -0.244 -0.796 0.001 -0.000 0.000 -0.986
2.100 -0.244 -1.593 0.001 -0.000 0.001 -0.621
2.400 -0.244 -2.390 0.001 -0.000 0.001 -0.024
2.700 -0.244 -3.187 0.001 -0.000 0.001 0.806
3.000 -0.244 -3.984 0.001 -0.000 0.001 1.869
2:LOAD CASE 0.000 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.300 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.600 0.091 0.001 0.002 -0.000 -0.001 -0.008
0.900 0.091 0.001 0.002 -0.000 -0.001 -0.008
1.200 0.091 0.001 0.002 -0.000 -0.000 -0.008
1.500 0.091 0.001 0.002 -0.000 0.000 -0.009
1.800 0.091 0.001 0.002 -0.000 0.000 -0.009
2.100 0.091 0.001 0.002 -0.000 0.001 -0.010
2.400 0.091 0.001 0.002 -0.000 0.001 -0.010
2.700 0.091 0.001 0.002 -0.000 0.002 -0.010
3.000 0.091 0.001 0.002 -0.000 0.002 -0.011
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
132 1:LOAD CASE 0.000 83.872 -0.379 0.010 0.031 -0.081 -0.671
0.400 85.029 -0.379 0.010 0.031 -0.077 -0.519
0.800 86.186 -0.379 0.010 0.031 -0.073 -0.367
1.200 87.343 -0.379 0.010 0.031 -0.069 -0.216
1.600 88.501 -0.379 0.010 0.031 -0.065 -0.064
2.000 89.658 -0.379 0.010 0.031 -0.061 0.088
2.400 90.815 -0.379 0.010 0.031 -0.057 0.239
2.800 91.972 -0.379 0.010 0.031 -0.052 0.391
3.200 93.129 -0.379 0.010 0.031 -0.048 0.543 3.600 94.286 -0.379 0.010 0.031 -0.044 0.694
4.000 95.444 -0.379 0.010 0.031 -0.040 0.846
2:LOAD CASE 0.000 18.635 -0.269 0.017 0.052 -0.138 -0.816
0.400 18.635 -0.269 0.017 0.052 -0.131 -0.708
0.800 18.635 -0.269 0.017 0.052 -0.124 -0.601
1.200 18.635 -0.269 0.017 0.052 -0.117 -0.493
1.600 18.635 -0.269 0.017 0.052 -0.110 -0.385
2.000 18.635 -0.269 0.017 0.052 -0.103 -0.278
2.400 18.635 -0.269 0.017 0.052 -0.096 -0.170
2.800 18.635 -0.269 0.017 0.052 -0.089 -0.062
3.200 18.635 -0.269 0.017 0.052 -0.082 0.045
3.600 18.635 -0.269 0.017 0.052 -0.075 0.153
4.000 18.635 -0.269 0.017 0.052 -0.068 0.261
133 1:LOAD CASE 0.000 103.414 -0.534 0.001 0.003 -0.007 -1.041
0.400 104.571 -0.534 0.001 0.003 -0.007 -0.827
0.800 105.728 -0.534 0.001 0.003 -0.006 -0.614
1.200 106.885 -0.534 0.001 0.003 -0.006 -0.400
1.600 108.043 -0.534 0.001 0.003 -0.005 -0.187
2.000 109.200 -0.534 0.001 0.003 -0.005 0.027
2.400 110.357 -0.534 0.001 0.003 -0.005 0.241
2.800 111.514 -0.534 0.001 0.003 -0.004 0.454
3.200 112.671 -0.534 0.001 0.003 -0.004 0.668
3.600 113.829 -0.534 0.001 0.003 -0.003 0.881
4.000 114.986 -0.534 0.001 0.003 -0.003 1.095
2:LOAD CASE 0.000 18.635 0.071 0.002 0.005 -0.012 0.220
0.400 18.635 0.071 0.002 0.005 -0.011 0.192
0.800 18.635 0.071 0.002 0.005 -0.011 0.164
1.200 18.635 0.071 0.002 0.005 -0.010 0.135
1.600 18.635 0.071 0.002 0.005 -0.009 0.107
2.000 18.635 0.071 0.002 0.005 -0.008 0.078
2.400 18.635 0.071 0.002 0.005 -0.008 0.050
2.800 18.635 0.071 0.002 0.005 -0.007 0.022
3.200 18.635 0.071 0.002 0.005 -0.006 -0.007
3.600 18.635 0.071 0.002 0.005 -0.006 -0.035
4.000 18.635 0.071 0.002 0.005 -0.005 -0.064
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
134 1:LOAD CASE 0.000 122.956 -0.290 0.000 0.000 -0.001 -0.775
0.400 124.113 -0.290 0.000 0.000 -0.001 -0.659
0.800 125.270 -0.290 0.000 0.000 -0.000 -0.544
1.200 126.428 -0.290 0.000 0.000 -0.000 -0.428
1.600 127.585 -0.290 0.000 0.000 -0.000 -0.312
2.000 128.742 -0.290 0.000 0.000 -0.000 -0.196
2.400 129.899 -0.290 0.000 0.000 -0.000 -0.080
2.800 131.056 -0.290 0.000 0.000 -0.000 0.036
3.200 132.213 -0.290 0.000 0.000 -0.000 0.151 3.600 133.371 -0.290 0.000 0.000 -0.000 0.267
4.000 134.528 -0.290 0.000 0.000 -0.000 0.383
2:LOAD CASE 0.000 18.635 -0.020 0.000 0.000 -0.001 -0.055
0.400 18.635 -0.020 0.000 0.000 -0.001 -0.047
0.800 18.635 -0.020 0.000 0.000 -0.001 -0.038
1.200 18.635 -0.020 0.000 0.000 -0.001 -0.030
1.600 18.635 -0.020 0.000 0.000 -0.001 -0.022
2.000 18.635 -0.020 0.000 0.000 -0.001 -0.014
2.400 18.635 -0.020 0.000 0.000 -0.001 -0.006
2.800 18.635 -0.020 0.000 0.000 -0.001 0.002
3.200 18.635 -0.020 0.000 0.000 -0.000 0.010
3.600 18.635 -0.020 0.000 0.000 -0.000 0.018
4.000 18.635 -0.020 0.000 0.000 -0.000 0.026
136 1:LOAD CASE 0.000 0.155 3.996 0.009 -0.004 -0.014 1.904
0.300 0.155 3.199 0.009 -0.004 -0.011 0.838
0.600 0.155 2.402 0.009 -0.004 -0.008 0.004
0.900 0.155 1.605 0.009 -0.004 -0.006 -0.597
1.200 0.155 0.808 0.009 -0.004 -0.003 -0.966
1.500 0.155 0.011 0.009 -0.004 0.000 -1.102
1.800 0.155 -0.786 0.009 -0.004 0.003 -0.972
2.100 0.155 -1.583 0.009 -0.004 0.006 -0.611
2.400 0.155 -2.380 0.009 -0.004 0.008 -0.016
2.700 0.155 -3.177 0.009 -0.004 0.011 0.811
3.000 0.155 -3.974 0.009 -0.004 0.014 1.870
2:LOAD CASE 0.000 -0.340 0.019 0.016 -0.006 -0.023 0.069
0.300 -0.340 0.019 0.016 -0.006 -0.019 0.063
0.600 -0.340 0.019 0.016 -0.006 -0.014 0.057
0.900 -0.340 0.019 0.016 -0.006 -0.009 0.052
1.200 -0.340 0.019 0.016 -0.006 -0.005 0.046
1.500 -0.340 0.019 0.016 -0.006 0.000 0.040
1.800 -0.340 0.019 0.016 -0.006 0.005 0.034
2.100 -0.340 0.019 0.016 -0.006 0.009 0.029
2.400 -0.340 0.019 0.016 -0.006 0.014 0.023
2.700 -0.340 0.019 0.016 -0.006 0.019 0.017
3.000 -0.340 0.019 0.016 -0.006 0.023 0.011
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Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kN-m)
My
(kN-m)
Mz
(kN-m)
137 1:LOAD CASE 0.000 -0.244 3.986 0.001 -0.000 -0.001 1.871
0.300 -0.244 3.189 0.001 -0.000 -0.001 0.808
0.600 -0.244 2.392 0.001 -0.000 -0.001 -0.022
0.900 -0.244 1.595 0.001 -0.000 -0.001 -0.620
1.200 -0.244 0.798 0.001 -0.000 -0.000 -0.986
1.500 -0.244 0.001 0.001 -0.000 0.000 -1.119
1.800 -0.244 -0.796 0.001 -0.000 0.000 -0.986
2.100 -0.244 -1.593 0.001 -0.000 0.001 -0.621
2.400 -0.244 -2.390 0.001 -0.000 0.001 -0.024 2.700 -0.244 -3.187 0.001 -0.000 0.001 0.806
3.000 -0.244 -3.984 0.001 -0.000 0.001 1.869
2:LOAD CASE 0.000 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.300 0.091 0.001 0.002 -0.000 -0.002 -0.007
0.600 0.091 0.001 0.002 -0.000 -0.001 -0.008
0.900 0.091 0.001 0.002 -0.000 -0.001 -0.008
1.200 0.091 0.001 0.002 -0.000 -0.000 -0.008
1.500 0.091 0.001 0.002 -0.000 0.000 -0.009
1.800 0.091 0.001 0.002 -0.000 0.000 -0.009
2.100 0.091 0.001 0.002 -0.000 0.001 -0.010
2.400 0.091 0.001 0.002 -0.000 0.001 -0.010
2.700 0.091 0.001 0.002 -0.000 0.002 -0.010
3.000 0.091 0.001 0.002 -0.000 0.002 -0.011
Beam Maximum MomentsDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
1 1 0.783 1:LOAD CASE Max +ve 0.000 0.011 0.000 0.631
Max -ve 0.783 -0.223 0.783 -0.603
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.089
Max -ve 0.000 -0.048 0.783 -1.408
2 3 0.783 1:LOAD CASE Max +ve 0.000 0.299 0.783 0.344
Max -ve 0.783 -0.088 0.261 -0.0292:LOAD CASE Max +ve 0.783 0.044 0.000 0.952
Max -ve 0.783 -1.165
3 4 0.783 1:LOAD CASE Max +ve 0.783 0.357 0.000 1.825
Max -ve 0.000 -0.145 0.783 -1.442
2:LOAD CASE Max +ve 0.783 0.100 0.000 1.344
Max -ve 0.000 -0.052 0.783 -1.587
4 5 0.783 1:LOAD CASE Max +ve 0.783 0.068 0.000 0.906
Max -ve 0.000 -0.280 0.783 -0.878
2:LOAD CASE Max +ve 0.783 0.049 0.000 1.147
Max -ve 0.000 -0.096 0.783 -1.467
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
5 6 0.783 1:LOAD CASE Max +ve 0.000 0.011 0.000 0.631
Max -ve 0.783 -0.223 0.783 -0.603
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.089
Max -ve 0.000 -0.048 0.783 -1.409
6 7 0.783 1:LOAD CASE Max +ve 0.000 0.299 0.783 0.344
Max -ve 0.783 -0.088 0.261 -0.029
2:LOAD CASE Max +ve 0.783 0.044 0.000 0.952
Max -ve 0.783 -1.165
7 8 0.783 1:LOAD CASE Max +ve 0.783 0.357 0.000 1.825
Max -ve 0.000 -0.145 0.783 -1.4422:LOAD CASE Max +ve 0.783 0.100 0.000 1.344
Max -ve 0.000 -0.052 0.783 -1.587
8 9 0.783 1:LOAD CASE Max +ve 0.783 0.068 0.000 0.906
Max -ve 0.000 -0.280 0.783 -0.878
2:LOAD CASE Max +ve 0.783 0.049 0.000 1.147
Max -ve 0.000 -0.096 0.783 -1.467
9 10 0.783 1:LOAD CASE Max +ve 0.000 0.011 0.000 0.631
Max -ve 0.783 -0.223 0.783 -0.603
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.089
Max -ve 0.000 -0.048 0.783 -1.409
10 11 0.783 1:LOAD CASE Max +ve 0.000 0.299 0.783 0.344
Max -ve 0.783 -0.088 0.261 -0.029
2:LOAD CASE Max +ve 0.783 0.044 0.000 0.952
Max -ve 0.783 -1.165
11 12 0.783 1:LOAD CASE Max +ve 0.783 0.357 0.000 1.825
Max -ve 0.000 -0.145 0.783 -1.442
2:LOAD CASE Max +ve 0.783 0.100 0.000 1.344
Max -ve 0.000 -0.052 0.783 -1.587
12 13 0.783 1:LOAD CASE Max +ve 0.783 0.068 0.000 0.906
Max -ve 0.000 -0.280 0.783 -0.878
2:LOAD CASE Max +ve 0.783 0.049 0.000 1.147
Max -ve 0.000 -0.096 0.783 -1.467
13 14 0.783 1:LOAD CASE Max +ve 0.000 0.011 0.000 0.631
Max -ve 0.783 -0.223 0.783 -0.603
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.089
Max -ve 0.000 -0.048 0.783 -1.408
14 15 0.783 1:LOAD CASE Max +ve 0.000 0.299 0.783 0.344
Max -ve 0.783 -0.088 0.261 -0.029
2:LOAD CASE Max +ve 0.783 0.044 0.000 0.952
Max -ve 0.783 -1.165
15 16 0.783 1:LOAD CASE Max +ve 0.783 0.357 0.000 1.825
Max -ve 0.000 -0.145 0.783 -1.442
2:LOAD CASE Max +ve 0.783 0.100 0.000 1.344
Max -ve 0.000 -0.052 0.783 -1.587
16 17 0.783 1:LOAD CASE Max +ve 0.783 0.068 0.000 0.906
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
Max -ve 0.000 -0.280 0.783 -0.878
2:LOAD CASE Max +ve 0.783 0.049 0.000 1.147
Max -ve 0.000 -0.096 0.783 -1.467
17 18 0.783 1:LOAD CASE Max +ve 0.000 0.011 0.000 0.631
Max -ve 0.783 -0.223 0.783 -0.603
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.089
Max -ve 0.000 -0.048 0.783 -1.409
18 19 0.783 1:LOAD CASE Max +ve 0.000 0.299 0.783 0.344
Max -ve 0.783 -0.088 0.261 -0.029
2:LOAD CASE Max +ve 0.783 0.044 0.000 0.952Max -ve 0.783 -1.165
19 20 0.783 1:LOAD CASE Max +ve 0.783 0.357 0.000 1.825
Max -ve 0.000 -0.145 0.783 -1.442
2:LOAD CASE Max +ve 0.783 0.100 0.000 1.344
Max -ve 0.000 -0.052 0.783 -1.587
20 21 0.783 1:LOAD CASE Max +ve 0.783 0.068 0.000 0.906
Max -ve 0.000 -0.280 0.783 -0.878
2:LOAD CASE Max +ve 0.783 0.049 0.000 1.147
Max -ve 0.000 -0.096 0.783 -1.467
21 22 0.783 1:LOAD CASE Max +ve 0.000 0.011 0.000 0.631
Max -ve 0.783 -0.223 0.783 -0.603
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.089
Max -ve 0.000 -0.048 0.783 -1.409
22 23 0.783 1:LOAD CASE Max +ve 0.000 0.299 0.783 0.344
Max -ve 0.783 -0.088 0.261 -0.029
2:LOAD CASE Max +ve 0.783 0.044 0.000 0.952
Max -ve 0.783 -1.165
23 24 0.783 1:LOAD CASE Max +ve 0.783 0.357 0.000 1.825
Max -ve 0.000 -0.145 0.783 -1.442
2:LOAD CASE Max +ve 0.783 0.100 0.000 1.344
Max -ve 0.000 -0.052 0.783 -1.587
24 25 0.783 1:LOAD CASE Max +ve 0.783 0.068 0.000 0.906
Max -ve 0.000 -0.280 0.783 -0.878
2:LOAD CASE Max +ve 0.783 0.049 0.000 1.147
Max -ve 0.000 -0.096 0.783 -1.467
25 26 0.783 1:LOAD CASE Max +ve 0.000 0.825
Max -ve 0.783 -0.202 0.783 -0.559
2:LOAD CASE Max +ve 0.783 0.002 0.000 1.101
Max -ve 0.000 -0.042 0.783 -0.875
26 27 0.783 1:LOAD CASE Max +ve 0.000 0.340 0.000 1.167
Max -ve 0.783 -0.074 0.783 -0.865
2:LOAD CASE Max +ve 0.783 0.043 0.000 1.165
Max -ve 0.783 -0.908
27 28 0.783 1:LOAD CASE Max +ve 0.783 0.376 0.000 0.238
Max -ve 0.000 -0.113 0.457 -0.070
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
2:LOAD CASE Max +ve 0.783 0.059 0.000 0.959
Max -ve 0.000 -0.019 0.783 -0.730
28 29 0.783 1:LOAD CASE Max +ve 0.000 0.570
Max -ve 0.000 -0.237 0.783 -0.303
2:LOAD CASE Max +ve 0.783 0.016 0.000 1.037
Max -ve 0.000 -0.059 0.783 -0.812
29 30 0.783 1:LOAD CASE Max +ve 0.000 0.825
Max -ve 0.783 -0.202 0.783 -0.559
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.101
Max -ve 0.000 -0.042 0.783 -0.87530 31 0.783 1:LOAD CASE Max +ve 0.000 0.340 0.000 1.167
Max -ve 0.783 -0.074 0.783 -0.865
2:LOAD CASE Max +ve 0.783 0.043 0.000 1.165
Max -ve 0.000 -0.000 0.783 -0.908
31 32 0.783 1:LOAD CASE Max +ve 0.783 0.376 0.000 0.238
Max -ve 0.000 -0.113 0.457 -0.070
2:LOAD CASE Max +ve 0.783 0.059 0.000 0.959
Max -ve 0.000 -0.019 0.783 -0.730
32 33 0.783 1:LOAD CASE Max +ve 0.000 0.570
Max -ve 0.000 -0.237 0.783 -0.303
2:LOAD CASE Max +ve 0.783 0.016 0.000 1.037
Max -ve 0.000 -0.059 0.783 -0.812
33 34 0.783 1:LOAD CASE Max +ve 0.000 0.825
Max -ve 0.783 -0.202 0.783 -0.559
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.101
Max -ve 0.000 -0.042 0.783 -0.875
34 35 0.783 1:LOAD CASE Max +ve 0.000 0.340 0.000 1.167
Max -ve 0.783 -0.074 0.783 -0.865
2:LOAD CASE Max +ve 0.783 0.043 0.000 1.165
Max -ve 0.000 -0.000 0.783 -0.908
35 36 0.783 1:LOAD CASE Max +ve 0.783 0.376 0.000 0.238
Max -ve 0.000 -0.113 0.457 -0.070
2:LOAD CASE Max +ve 0.783 0.059 0.000 0.959
Max -ve 0.000 -0.019 0.783 -0.730
36 37 0.783 1:LOAD CASE Max +ve 0.000 0.570
Max -ve 0.000 -0.237 0.783 -0.303
2:LOAD CASE Max +ve 0.783 0.016 0.000 1.037
Max -ve 0.000 -0.059 0.783 -0.812
37 38 0.783 1:LOAD CASE Max +ve 0.000 0.825
Max -ve 0.783 -0.202 0.783 -0.559
2:LOAD CASE Max +ve 0.783 0.002 0.000 1.101
Max -ve 0.000 -0.042 0.783 -0.875
38 39 0.783 1:LOAD CASE Max +ve 0.000 0.340 0.000 1.167
Max -ve 0.783 -0.074 0.783 -0.865
2:LOAD CASE Max +ve 0.783 0.043 0.000 1.165
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
Max -ve 0.783 -0.908
39 40 0.783 1:LOAD CASE Max +ve 0.783 0.376 0.000 0.238
Max -ve 0.000 -0.113 0.457 -0.070
2:LOAD CASE Max +ve 0.783 0.059 0.000 0.959
Max -ve 0.000 -0.019 0.783 -0.730
40 41 0.783 1:LOAD CASE Max +ve 0.000 0.570
Max -ve 0.000 -0.237 0.783 -0.303
2:LOAD CASE Max +ve 0.783 0.016 0.000 1.037
Max -ve 0.000 -0.059 0.783 -0.812
41 42 0.783 1:LOAD CASE Max +ve 0.000 0.825Max -ve 0.783 -0.202 0.783 -0.559
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.101
Max -ve 0.000 -0.042 0.783 -0.875
42 43 0.783 1:LOAD CASE Max +ve 0.000 0.340 0.000 1.167
Max -ve 0.783 -0.074 0.783 -0.865
2:LOAD CASE Max +ve 0.783 0.043 0.000 1.165
Max -ve 0.000 -0.000 0.783 -0.908
43 44 0.783 1:LOAD CASE Max +ve 0.783 0.376 0.000 0.238
Max -ve 0.000 -0.113 0.457 -0.070
2:LOAD CASE Max +ve 0.783 0.059 0.000 0.959
Max -ve 0.000 -0.019 0.783 -0.730
44 45 0.783 1:LOAD CASE Max +ve 0.000 0.570
Max -ve 0.000 -0.237 0.783 -0.303
2:LOAD CASE Max +ve 0.783 0.016 0.000 1.037
Max -ve 0.000 -0.059 0.783 -0.812
45 46 0.783 1:LOAD CASE Max +ve 0.000 0.825
Max -ve 0.783 -0.202 0.783 -0.559
2:LOAD CASE Max +ve 0.783 0.001 0.000 1.101
Max -ve 0.000 -0.042 0.783 -0.875
46 47 0.783 1:LOAD CASE Max +ve 0.000 0.340 0.000 1.167
Max -ve 0.783 -0.074 0.783 -0.865
2:LOAD CASE Max +ve 0.783 0.043 0.000 1.165
Max -ve 0.000 -0.000 0.783 -0.908
47 48 0.783 1:LOAD CASE Max +ve 0.783 0.376 0.000 0.238
Max -ve 0.000 -0.113 0.457 -0.070
2:LOAD CASE Max +ve 0.783 0.059 0.000 0.959
Max -ve 0.000 -0.019 0.783 -0.730
48 49 0.783 1:LOAD CASE Max +ve 0.000 0.570
Max -ve 0.000 -0.237 0.783 -0.303
2:LOAD CASE Max +ve 0.783 0.016 0.000 1.037
Max -ve 0.000 -0.059 0.783 -0.812
97 12 4.000 1:LOAD CASE Max +ve 4.000 0.713 4.000 0.458
Max -ve 0.000 -0.622 0.000 -0.265
2:LOAD CASE Max +ve 4.000 0.192 4.000 0.189
Max -ve 0.000 -0.776 0.000 -0.289
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
98 50 4.000 1:LOAD CASE Max +ve 4.000 0.947 4.000 0.550
Max -ve 0.000 -0.905 0.000 -0.514
2:LOAD CASE Max +ve 0.000 0.185 0.000 0.121
Max -ve 4.000 -0.057 4.000 -0.028
99 51 4.000 1:LOAD CASE Max +ve 4.000 0.332 4.000 0.192
Max -ve 0.000 -0.672 0.000 -0.387
2:LOAD CASE Max +ve 4.000 0.023 4.000 0.013
Max -ve 0.000 -0.048 0.000 -0.027
101 50 3.000 1:LOAD CASE Max +ve 3.000 0.014 0.000 1.904
Max -ve 0.000 -0.014 1.500 -1.1022:LOAD CASE Max +ve 3.000 0.023 0.000 0.069
Max -ve 0.000 -0.024
102 51 3.000 1:LOAD CASE Max +ve 3.000 0.001 0.000 1.871
Max -ve 0.000 -0.001 1.500 -1.119
2:LOAD CASE Max +ve 3.000 0.002
Max -ve 0.000 -0.002 3.000 -0.011
104 16 4.000 1:LOAD CASE Max +ve 4.000 0.753 0.000 0.406
Max -ve 0.000 -0.540 4.000 -0.388
2:LOAD CASE Max +ve 4.000 0.260 0.000 0.527
Max -ve 0.000 -0.638 4.000 -0.071
105 53 4.000 1:LOAD CASE Max +ve 4.000 0.950 0.000 0.527
Max -ve 0.000 -0.898 4.000 -0.545
2:LOAD CASE Max +ve 0.000 0.197 4.000 0.036
Max -ve 4.000 -0.053 0.000 -0.100
106 54 4.000 1:LOAD CASE Max +ve 4.000 0.332 0.000 0.388
Max -ve 0.000 -0.671 4.000 -0.191
2:LOAD CASE Max +ve 4.000 0.023 0.000 0.028
Max -ve 0.000 -0.047 4.000 -0.013
108 53 3.000 1:LOAD CASE Max +ve 3.000 0.014 0.000 1.904
Max -ve 0.000 -0.014 1.500 -1.102
2:LOAD CASE Max +ve 3.000 0.024 0.000 0.069
Max -ve 0.000 -0.024
109 54 3.000 1:LOAD CASE Max +ve 3.000 0.001 0.000 1.871
Max -ve 0.000 -0.001 1.500 -1.119
2:LOAD CASE Max +ve 3.000 0.002
Max -ve 0.000 -0.002 3.000 -0.011
111 20 4.000 1:LOAD CASE Max +ve 0.000 0.081 0.000 0.671
Max -ve 4.000 -0.846
2:LOAD CASE Max +ve 0.000 0.138 0.000 0.816
Max -ve 4.000 -0.261
112 56 4.000 1:LOAD CASE Max +ve 0.000 0.007 0.000 1.041
Max -ve 4.000 -1.095
2:LOAD CASE Max +ve 0.000 0.012 4.000 0.064
Max -ve 0.000 -0.220
113 57 4.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 0.775
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
Max -ve 4.000 -0.383
2:LOAD CASE Max +ve 0.000 0.001 0.000 0.055
Max -ve 4.000 -0.026
115 56 3.000 1:LOAD CASE Max +ve 3.000 0.014 0.000 1.904
Max -ve 0.000 -0.014 1.500 -1.102
2:LOAD CASE Max +ve 3.000 0.023 0.000 0.069
Max -ve 0.000 -0.023
116 57 3.000 1:LOAD CASE Max +ve 3.000 0.001 0.000 1.871
Max -ve 0.000 -0.001 1.500 -1.119
2:LOAD CASE Max +ve 3.000 0.002Max -ve 0.000 -0.002 3.000 -0.011
118 24 4.000 1:LOAD CASE Max +ve 0.000 0.622 0.000 0.265
Max -ve 4.000 -0.713 4.000 -0.458
2:LOAD CASE Max +ve 0.000 0.776 0.000 0.289
Max -ve 4.000 -0.192 4.000 -0.189
119 59 4.000 1:LOAD CASE Max +ve 0.000 0.905 0.000 0.514
Max -ve 4.000 -0.947 4.000 -0.550
2:LOAD CASE Max +ve 4.000 0.057 4.000 0.028
Max -ve 0.000 -0.185 0.000 -0.121
120 60 4.000 1:LOAD CASE Max +ve 0.000 0.672 0.000 0.387
Max -ve 4.000 -0.332 4.000 -0.192
2:LOAD CASE Max +ve 0.000 0.048 0.000 0.027
Max -ve 4.000 -0.023 4.000 -0.013
122 59 3.000 1:LOAD CASE Max +ve 3.000 0.014 0.000 1.904
Max -ve 0.000 -0.014 1.500 -1.102
2:LOAD CASE Max +ve 3.000 0.023 0.000 0.069
Max -ve 0.000 -0.024
123 60 3.000 1:LOAD CASE Max +ve 3.000 0.001 0.000 1.871
Max -ve 0.000 -0.001 1.500 -1.119
2:LOAD CASE Max +ve 3.000 0.002
Max -ve 0.000 -0.002 3.000 -0.011
125 4 4.000 1:LOAD CASE Max +ve 0.000 0.540 4.000 0.388
Max -ve 4.000 -0.753 0.000 -0.406
2:LOAD CASE Max +ve 0.000 0.638 4.000 0.071
Max -ve 4.000 -0.260 0.000 -0.527
126 62 4.000 1:LOAD CASE Max +ve 0.000 0.898 4.000 0.545
Max -ve 4.000 -0.950 0.000 -0.527
2:LOAD CASE Max +ve 4.000 0.053 0.000 0.100
Max -ve 0.000 -0.197 4.000 -0.036
127 63 4.000 1:LOAD CASE Max +ve 0.000 0.671 4.000 0.191
Max -ve 4.000 -0.332 0.000 -0.388
2:LOAD CASE Max +ve 0.000 0.047 4.000 0.013
Max -ve 4.000 -0.023 0.000 -0.028
129 62 3.000 1:LOAD CASE Max +ve 3.000 0.014 0.000 1.904
Max -ve 0.000 -0.014 1.500 -1.102
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Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kN-m)
d
(m)
Max Mz
(kN-m)
2:LOAD CASE Max +ve 3.000 0.024 0.000 0.069
Max -ve 0.000 -0.024
130 63 3.000 1:LOAD CASE Max +ve 3.000 0.001 0.000 1.871
Max -ve 0.000 -0.001 1.500 -1.119
2:LOAD CASE Max +ve 3.000 0.002
Max -ve 0.000 -0.002 3.000 -0.011
132 8 4.000 1:LOAD CASE Max +ve 4.000 0.846
Max -ve 0.000 -0.081 0.000 -0.671
2:LOAD CASE Max +ve 4.000 0.261
Max -ve 0.000 -0.138 0.000 -0.816133 65 4.000 1:LOAD CASE Max +ve 4.000 1.095
Max -ve 0.000 -0.007 0.000 -1.041
2:LOAD CASE Max +ve 0.000 0.220
Max -ve 0.000 -0.012 4.000 -0.064
134 66 4.000 1:LOAD CASE Max +ve 4.000 0.383
Max -ve 0.000 -0.001 0.000 -0.775
2:LOAD CASE Max +ve 4.000 0.026
Max -ve 0.000 -0.001 0.000 -0.055
136 65 3.000 1:LOAD CASE Max +ve 3.000 0.014 0.000 1.904
Max -ve 0.000 -0.014 1.500 -1.102
2:LOAD CASE Max +ve 3.000 0.023 0.000 0.069
Max -ve 0.000 -0.023
137 66 3.000 1:LOAD CASE Max +ve 3.000 0.001 0.000 1.871
Max -ve 0.000 -0.001 1.500 -1.119
2:LOAD CASE Max +ve 3.000 0.002
Max -ve 0.000 -0.002 3.000 -0.011
Beam Maximum Axial ForcesDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
1 1 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.383
2:LOAD CASE Max +veMax -ve 0.000 -9.410
2 3 0.783 1:LOAD CASE Max +ve 0.000 2.568
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.648
3 4 0.783 1:LOAD CASE Max +ve 0.000 2.555
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.672
4 5 0.783 1:LOAD CASE Max +ve
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Print Time/Date: 27/09/2015 18:01 Print Run 102 of 116STAAD.Pro V8i (SELECTseries 5) 20.07.10.41
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max -ve 0.000 -5.390
2:LOAD CASE Max +ve
Max -ve 0.000 -9.423
5 6 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.383
2:LOAD CASE Max +ve
Max -ve 0.000 -9.410
6 7 0.783 1:LOAD CASE Max +ve 0.000 2.568
Max -ve
2:LOAD CASE Max +veMax -ve 0.000 -7.648
7 8 0.783 1:LOAD CASE Max +ve 0.000 2.554
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.672
8 9 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.390
2:LOAD CASE Max +ve
Max -ve 0.000 -9.423
9 10 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.383
2:LOAD CASE Max +ve
Max -ve 0.000 -9.410
10 11 0.783 1:LOAD CASE Max +ve 0.000 2.568
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.648
11 12 0.783 1:LOAD CASE Max +ve 0.000 2.555
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.672
12 13 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.390
2:LOAD CASE Max +ve
Max -ve 0.000 -9.423
13 14 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.383
2:LOAD CASE Max +ve
Max -ve 0.000 -9.410
14 15 0.783 1:LOAD CASE Max +ve 0.000 2.568
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.648
15 16 0.783 1:LOAD CASE Max +ve 0.000 2.554
Max -ve
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Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
2:LOAD CASE Max +ve
Max -ve 0.000 -7.672
16 17 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.390
2:LOAD CASE Max +ve
Max -ve 0.000 -9.423
17 18 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.383
2:LOAD CASE Max +ve
Max -ve 0.000 -9.41018 19 0.783 1:LOAD CASE Max +ve 0.000 2.568
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.648
19 20 0.783 1:LOAD CASE Max +ve 0.000 2.554
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.672
20 21 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.390
2:LOAD CASE Max +ve
Max -ve 0.000 -9.423
21 22 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.383
2:LOAD CASE Max +ve
Max -ve 0.000 -9.410
22 23 0.783 1:LOAD CASE Max +ve 0.000 2.568
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.648
23 24 0.783 1:LOAD CASE Max +ve 0.000 2.555
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -7.672
24 25 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.390
2:LOAD CASE Max +ve
Max -ve 0.000 -9.423
25 26 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.179
2:LOAD CASE Max +ve
Max -ve 0.000 -19.962
26 27 0.783 1:LOAD CASE Max +ve 0.000 0.162
Max -ve
2:LOAD CASE Max +ve
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Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max -ve 0.000 -18.736
27 28 0.783 1:LOAD CASE Max +ve 0.000 0.122
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.805
28 29 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.186
2:LOAD CASE Max +ve
Max -ve 0.000 -19.976
29 30 0.783 1:LOAD CASE Max +veMax -ve 0.000 -5.179
2:LOAD CASE Max +ve
Max -ve 0.000 -19.962
30 31 0.783 1:LOAD CASE Max +ve 0.000 0.162
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.736
31 32 0.783 1:LOAD CASE Max +ve 0.000 0.122
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.805
32 33 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.186
2:LOAD CASE Max +ve
Max -ve 0.000 -19.976
33 34 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.179
2:LOAD CASE Max +ve
Max -ve 0.000 -19.962
34 35 0.783 1:LOAD CASE Max +ve 0.000 0.162
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.736
35 36 0.783 1:LOAD CASE Max +ve 0.000 0.122
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.805
36 37 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.186
2:LOAD CASE Max +ve
Max -ve 0.000 -19.976
37 38 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.179
2:LOAD CASE Max +ve
Max -ve 0.000 -19.962
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Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
38 39 0.783 1:LOAD CASE Max +ve 0.000 0.162
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.736
39 40 0.783 1:LOAD CASE Max +ve 0.000 0.122
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.805
40 41 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.1862:LOAD CASE Max +ve
Max -ve 0.000 -19.976
41 42 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.179
2:LOAD CASE Max +ve
Max -ve 0.000 -19.962
42 43 0.783 1:LOAD CASE Max +ve 0.000 0.162
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.736
43 44 0.783 1:LOAD CASE Max +ve 0.000 0.122
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.805
44 45 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.186
2:LOAD CASE Max +ve
Max -ve 0.000 -19.976
45 46 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.179
2:LOAD CASE Max +ve
Max -ve 0.000 -19.962
46 47 0.783 1:LOAD CASE Max +ve 0.000 0.162
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.736
47 48 0.783 1:LOAD CASE Max +ve 0.000 0.122
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -18.805
48 49 0.783 1:LOAD CASE Max +ve
Max -ve 0.000 -5.186
2:LOAD CASE Max +ve
Max -ve 0.000 -19.976
97 12 4.000 1:LOAD CASE Max +ve 4.000 95.444
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Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
98 50 4.000 1:LOAD CASE Max +ve 4.000 114.986
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
99 51 4.000 1:LOAD CASE Max +ve 4.000 134.528
Max -ve
2:LOAD CASE Max +ve 0.000 18.635Max -ve
101 50 3.000 1:LOAD CASE Max +ve 0.000 0.155
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.340
102 51 3.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.244
2:LOAD CASE Max +ve 0.000 0.091
Max -ve
104 16 4.000 1:LOAD CASE Max +ve 4.000 95.444
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
105 53 4.000 1:LOAD CASE Max +ve 4.000 114.986
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
106 54 4.000 1:LOAD CASE Max +ve 4.000 134.528
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
108 53 3.000 1:LOAD CASE Max +ve 0.000 0.155
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.340
109 54 3.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.244
2:LOAD CASE Max +ve 0.000 0.091
Max -ve
111 20 4.000 1:LOAD CASE Max +ve 4.000 95.444
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
112 56 4.000 1:LOAD CASE Max +ve 4.000 114.986
Max -ve
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Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
113 57 4.000 1:LOAD CASE Max +ve 4.000 134.528
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
115 56 3.000 1:LOAD CASE Max +ve 0.000 0.155
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.340116 57 3.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.244
2:LOAD CASE Max +ve 0.000 0.091
Max -ve
118 24 4.000 1:LOAD CASE Max +ve 4.000 95.444
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
119 59 4.000 1:LOAD CASE Max +ve 4.000 114.986
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
120 60 4.000 1:LOAD CASE Max +ve 4.000 134.528
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
122 59 3.000 1:LOAD CASE Max +ve 0.000 0.155
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.340
123 60 3.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.244
2:LOAD CASE Max +ve 0.000 0.091
Max -ve
125 4 4.000 1:LOAD CASE Max +ve 4.000 95.444
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
126 62 4.000 1:LOAD CASE Max +ve 4.000 114.986
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
127 63 4.000 1:LOAD CASE Max +ve 4.000 134.528
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
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Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max -ve
129 62 3.000 1:LOAD CASE Max +ve 0.000 0.155
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.340
130 63 3.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.244
2:LOAD CASE Max +ve 0.000 0.091
Max -ve
132 8 4.000 1:LOAD CASE Max +ve 4.000 95.444Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
133 65 4.000 1:LOAD CASE Max +ve 4.000 114.986
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
134 66 4.000 1:LOAD CASE Max +ve 4.000 134.528
Max -ve
2:LOAD CASE Max +ve 0.000 18.635
Max -ve
136 65 3.000 1:LOAD CASE Max +ve 0.000 0.155
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.340
137 66 3.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.244
2:LOAD CASE Max +ve 0.000 0.091
Max -ve
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Beam Maximum Shear ForcesDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
1 1 0.783 1:LOAD CASE Max +ve 0.000 2.616
Max -ve 0.000 -0.300
2:LOAD CASE Max +ve 0.000 0.062 0.000 3.188
Max -ve
2 3 0.783 1:LOAD CASE Max +ve 0.000 0.673
Max -ve 0.000 -0.494 0.783 -1.408
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.702
Max -ve
3 4 0.783 1:LOAD CASE Max +ve 0.000 0.641 0.000 5.213Max -ve
2:LOAD CASE Max +ve 0.000 0.193 0.000 3.742
Max -ve
4 5 0.783 1:LOAD CASE Max +ve 0.000 0.444 0.000 3.318
Max -ve
2:LOAD CASE Max +ve 0.000 0.185 0.000 3.337
Max -ve
5 6 0.783 1:LOAD CASE Max +ve 0.000 2.616
Max -ve 0.000 -0.300
2:LOAD CASE Max +ve 0.000 0.062 0.000 3.188
Max -ve
6 7 0.783 1:LOAD CASE Max +ve 0.000 0.672
Max -ve 0.000 -0.494 0.783 -1.4082:LOAD CASE Max +ve 0.000 0.055 0.000 2.702
Max -ve
7 8 0.783 1:LOAD CASE Max +ve 0.000 0.641 0.000 5.213
Max -ve
2:LOAD CASE Max +ve 0.000 0.193 0.000 3.742
Max -ve
8 9 0.783 1:LOAD CASE Max +ve 0.000 0.444 0.000 3.318
Max -ve
2:LOAD CASE Max +ve 0.000 0.185 0.000 3.337
Max -ve
9 10 0.783 1:LOAD CASE Max +ve 0.000 2.616
Max -ve 0.000 -0.300
2:LOAD CASE Max +ve 0.000 0.062 0.000 3.188
Max -ve
10 11 0.783 1:LOAD CASE Max +ve 0.000 0.672
Max -ve 0.000 -0.494 0.783 -1.408
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.702
Max -ve
11 12 0.783 1:LOAD CASE Max +ve 0.000 0.641 0.000 5.213
Max -ve
2:LOAD CASE Max +ve 0.000 0.193 0.000 3.742
Max -ve
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Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
12 13 0.783 1:LOAD CASE Max +ve 0.000 0.444 0.000 3.318
Max -ve
2:LOAD CASE Max +ve 0.000 0.185 0.000 3.337
Max -ve
13 14 0.783 1:LOAD CASE Max +ve 0.000 2.616
Max -ve 0.000 -0.300
2:LOAD CASE Max +ve 0.000 0.062 0.000 3.188
Max -ve
14 15 0.783 1:LOAD CASE Max +ve 0.000 0.673
Max -ve 0.000 -0.494 0.783 -1.4082:LOAD CASE Max +ve 0.000 0.055 0.000 2.702
Max -ve
15 16 0.783 1:LOAD CASE Max +ve 0.000 0.641 0.000 5.213
Max -ve
2:LOAD CASE Max +ve 0.000 0.193 0.000 3.742
Max -ve
16 17 0.783 1:LOAD CASE Max +ve 0.000 0.444 0.000 3.318
Max -ve
2:LOAD CASE Max +ve 0.000 0.185 0.000 3.337
Max -ve
17 18 0.783 1:LOAD CASE Max +ve 0.000 2.616
Max -ve 0.000 -0.300
2:LOAD CASE Max +ve 0.000 0.062 0.000 3.188
Max -ve
18 19 0.783 1:LOAD CASE Max +ve 0.000 0.672
Max -ve 0.000 -0.494 0.783 -1.408
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.702
Max -ve
19 20 0.783 1:LOAD CASE Max +ve 0.000 0.641 0.000 5.213
Max -ve
2:LOAD CASE Max +ve 0.000 0.193 0.000 3.742
Max -ve
20 21 0.783 1:LOAD CASE Max +ve 0.000 0.444 0.000 3.318
Max -ve
2:LOAD CASE Max +ve 0.000 0.185 0.000 3.337
Max -ve
21 22 0.783 1:LOAD CASE Max +ve 0.000 2.616
Max -ve 0.000 -0.300
2:LOAD CASE Max +ve 0.000 0.062 0.000 3.188
Max -ve
22 23 0.783 1:LOAD CASE Max +ve 0.000 0.672
Max -ve 0.000 -0.494 0.783 -1.408
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.702
Max -ve
23 24 0.783 1:LOAD CASE Max +ve 0.000 0.641 0.000 5.213
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Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
Max -ve
2:LOAD CASE Max +ve 0.000 0.193 0.000 3.742
Max -ve
24 25 0.783 1:LOAD CASE Max +ve 0.000 0.444 0.000 3.318
Max -ve
2:LOAD CASE Max +ve 0.000 0.185 0.000 3.337
Max -ve
25 26 0.783 1:LOAD CASE Max +ve 0.000 2.808
Max -ve 0.000 -0.178
2:LOAD CASE Max +ve 0.000 0.056 0.000 2.523Max -ve
26 27 0.783 1:LOAD CASE Max +ve 0.000 3.635
Max -ve 0.000 -0.530
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.647
Max -ve
27 28 0.783 1:LOAD CASE Max +ve 0.000 0.624 0.000 1.282
Max -ve 0.783 -0.799
2:LOAD CASE Max +ve 0.000 0.100 0.000 2.157
Max -ve
28 29 0.783 1:LOAD CASE Max +ve 0.000 0.265 0.000 2.156
Max -ve
2:LOAD CASE Max +ve 0.000 0.096 0.000 2.361
Max -ve
29 30 0.783 1:LOAD CASE Max +ve 0.000 2.808
Max -ve 0.000 -0.179
2:LOAD CASE Max +ve 0.000 0.056 0.000 2.523
Max -ve
30 31 0.783 1:LOAD CASE Max +ve 0.000 3.635
Max -ve 0.000 -0.530
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.647
Max -ve
31 32 0.783 1:LOAD CASE Max +ve 0.000 0.624 0.000 1.282
Max -ve 0.783 -0.799
2:LOAD CASE Max +ve 0.000 0.100 0.000 2.157
Max -ve
32 33 0.783 1:LOAD CASE Max +ve 0.000 0.265 0.000 2.156
Max -ve
2:LOAD CASE Max +ve 0.000 0.096 0.000 2.361
Max -ve
33 34 0.783 1:LOAD CASE Max +ve 0.000 2.808
Max -ve 0.000 -0.178
2:LOAD CASE Max +ve 0.000 0.056 0.000 2.523
Max -ve
34 35 0.783 1:LOAD CASE Max +ve 0.000 3.635
Max -ve 0.000 -0.530
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Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.647
Max -ve
35 36 0.783 1:LOAD CASE Max +ve 0.000 0.624 0.000 1.282
Max -ve 0.783 -0.799
2:LOAD CASE Max +ve 0.000 0.100 0.000 2.157
Max -ve
36 37 0.783 1:LOAD CASE Max +ve 0.000 0.265 0.000 2.156
Max -ve
2:LOAD CASE Max +ve 0.000 0.096 0.000 2.361
Max -ve37 38 0.783 1:LOAD CASE Max +ve 0.000 2.808
Max -ve 0.000 -0.178
2:LOAD CASE Max +ve 0.000 0.056 0.000 2.523
Max -ve
38 39 0.783 1:LOAD CASE Max +ve 0.000 3.635
Max -ve 0.000 -0.530
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.647
Max -ve
39 40 0.783 1:LOAD CASE Max +ve 0.000 0.624 0.000 1.282
Max -ve 0.783 -0.799
2:LOAD CASE Max +ve 0.000 0.100 0.000 2.157
Max -ve
40 41 0.783 1:LOAD CASE Max +ve 0.000 0.265 0.000 2.156
Max -ve
2:LOAD CASE Max +ve 0.000 0.096 0.000 2.361
Max -ve
41 42 0.783 1:LOAD CASE Max +ve 0.000 2.808
Max -ve 0.000 -0.179
2:LOAD CASE Max +ve 0.000 0.056 0.000 2.523
Max -ve
42 43 0.783 1:LOAD CASE Max +ve 0.000 3.635
Max -ve 0.000 -0.530
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.647
Max -ve
43 44 0.783 1:LOAD CASE Max +ve 0.000 0.624 0.000 1.282
Max -ve 0.783 -0.799
2:LOAD CASE Max +ve 0.000 0.100 0.000 2.157
Max -ve
44 45 0.783 1:LOAD CASE Max +ve 0.000 0.265 0.000 2.156
Max -ve
2:LOAD CASE Max +ve 0.000 0.096 0.000 2.361
Max -ve
45 46 0.783 1:LOAD CASE Max +ve 0.000 2.808
Max -ve 0.000 -0.178
2:LOAD CASE Max +ve 0.000 0.056 0.000 2.523
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Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
Max -ve
46 47 0.783 1:LOAD CASE Max +ve 0.000 3.635
Max -ve 0.000 -0.530
2:LOAD CASE Max +ve 0.000 0.055 0.000 2.647
Max -ve
47 48 0.783 1:LOAD CASE Max +ve 0.000 0.624 0.000 1.282
Max -ve 0.783 -0.799
2:LOAD CASE Max +ve 0.000 0.100 0.000 2.157
Max -ve
48 49 0.783 1:LOAD CASE Max +ve 0.000 0.265 0.000 2.156Max -ve
2:LOAD CASE Max +ve 0.000 0.096 0.000 2.361
Max -ve
97 12 4.000 1:LOAD CASE Max +ve 0.000 0.334
Max -ve 0.000 -0.181
2:LOAD CASE Max +ve 0.000 0.242
Max -ve 0.000 -0.119
98 50 4.000 1:LOAD CASE Max +ve 0.000 0.463
Max -ve 0.000 -0.266
2:LOAD CASE Max +ve 0.000 0.037
Max -ve 0.000 -0.061
99 51 4.000 1:LOAD CASE Max +ve 0.000 0.251
Max -ve 0.000 -0.145
2:LOAD CASE Max +ve 0.000 0.018
Max -ve 0.000 -0.010
101 50 3.000 1:LOAD CASE Max +ve 0.000 0.009 0.000 3.996
Max -ve 3.000 -3.974
2:LOAD CASE Max +ve 0.000 0.016 0.000 0.019
Max -ve
102 51 3.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 3.986
Max -ve 3.000 -3.984
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.001
Max -ve
104 16 4.000 1:LOAD CASE Max +ve 0.000 0.323 0.000 0.199
Max -ve
2:LOAD CASE Max +ve 0.000 0.224 0.000 0.150
Max -ve
105 53 4.000 1:LOAD CASE Max +ve 0.000 0.462 0.000 0.268
Max -ve
2:LOAD CASE Max +ve
Max -ve 0.000 -0.062 0.000 -0.034
106 54 4.000 1:LOAD CASE Max +ve 0.000 0.251 0.000 0.145
Max -ve
2:LOAD CASE Max +ve 0.000 0.017 0.000 0.010
Max -ve
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Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
108 53 3.000 1:LOAD CASE Max +ve 0.000 0.009 0.000 3.996
Max -ve 3.000 -3.974
2:LOAD CASE Max +ve 0.000 0.016 0.000 0.019
Max -ve
109 54 3.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 3.986
Max -ve 3.000 -3.984
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.001
Max -ve
111 20 4.000 1:LOAD CASE Max +ve 0.000 0.379
Max -ve 0.000 -0.0102:LOAD CASE Max +ve 0.000 0.269
Max -ve 0.000 -0.017
112 56 4.000 1:LOAD CASE Max +ve 0.000 0.534
Max -ve 0.000 -0.001
2:LOAD CASE Max +ve
Max -ve 0.000 -0.002 0.000 -0.071
113 57 4.000 1:LOAD CASE Max +ve 0.000 0.290
Max -ve 0.000 -0.000
2:LOAD CASE Max +ve 0.000 0.020
Max -ve 0.000 -0.000
115 56 3.000 1:LOAD CASE Max +ve 0.000 0.009 0.000 3.996
Max -ve 3.000 -3.974
2:LOAD CASE Max +ve 0.000 0.016 0.000 0.019
Max -ve
116 57 3.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 3.986
Max -ve 3.000 -3.984
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.001
Max -ve
118 24 4.000 1:LOAD CASE Max +ve 0.000 0.181
Max -ve 0.000 -0.334
2:LOAD CASE Max +ve 0.000 0.119
Max -ve 0.000 -0.242
119 59 4.000 1:LOAD CASE Max +ve 0.000 0.266
Max -ve 0.000 -0.463
2:LOAD CASE Max +ve 0.000 0.061
Max -ve 0.000 -0.037
120 60 4.000 1:LOAD CASE Max +ve 0.000 0.145
Max -ve 0.000 -0.251
2:LOAD CASE Max +ve 0.000 0.010
Max -ve 0.000 -0.018
122 59 3.000 1:LOAD CASE Max +ve 0.000 0.009 0.000 3.996
Max -ve 3.000 -3.974
2:LOAD CASE Max +ve 0.000 0.016 0.000 0.019
Max -ve
123 60 3.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 3.986
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Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
Max -ve 3.000 -3.984
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.001
Max -ve
125 4 4.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.323 0.000 -0.199
2:LOAD CASE Max +ve
Max -ve 0.000 -0.224 0.000 -0.150
126 62 4.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.462 0.000 -0.268
2:LOAD CASE Max +ve 0.000 0.062 0.000 0.034Max -ve
127 63 4.000 1:LOAD CASE Max +ve
Max -ve 0.000 -0.251 0.000 -0.145
2:LOAD CASE Max +ve
Max -ve 0.000 -0.017 0.000 -0.010
129 62 3.000 1:LOAD CASE Max +ve 0.000 0.009 0.000 3.996
Max -ve 3.000 -3.974
2:LOAD CASE Max +ve 0.000 0.016 0.000 0.019
Max -ve
130 63 3.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 3.986
Max -ve 3.000 -3.984
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.001
Max -ve
132 8 4.000 1:LOAD CASE Max +ve 0.000 0.010
Max -ve 0.000 -0.379
2:LOAD CASE Max +ve 0.000 0.017
Max -ve 0.000 -0.269
133 65 4.000 1:LOAD CASE Max +ve 0.000 0.001
Max -ve 0.000 -0.534
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.071
Max -ve
134 66 4.000 1:LOAD CASE Max +ve 0.000 0.000
Max -ve 0.000 -0.290
2:LOAD CASE Max +ve 0.000 0.000
Max -ve 0.000 -0.020
136 65 3.000 1:LOAD CASE Max +ve 0.000 0.009 0.000 3.996
Max -ve 3.000 -3.974
2:LOAD CASE Max +ve 0.000 0.016 0.000 0.019
Max -ve
137 66 3.000 1:LOAD CASE Max +ve 0.000 0.001 0.000 3.986
Max -ve 3.000 -3.984
2:LOAD CASE Max +ve 0.000 0.002 0.000 0.001
Max -ve
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Reactions Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kN-m)
MY
(kN-m)
MZ
(kN-m)
52 1:LOAD CASE 0.145 134.528 -0.251 -0.332 0.000 -0.192
2:LOAD CASE 0.010 18.635 -0.018 -0.023 0.000 -0.013
55 1:LOAD CASE -0.145 134.528 -0.251 -0.332 0.000 0.191
2:LOAD CASE -0.010 18.635 -0.017 -0.023 0.000 0.013
58 1:LOAD CASE -0.290 134.528 0.000 -0.000 0.000 0.383
2:LOAD CASE -0.020 18.635 0.000 -0.000 0.000 0.026
61 1:LOAD CASE -0.145 134.528 0.251 0.332 0.000 0.192
2:LOAD CASE -0.010 18.635 0.018 0.023 0.000 0.013
64 1:LOAD CASE 0.145 134.528 0.251 0.332 0.000 -0.1912:LOAD CASE 0.010 18.635 0.017 0.023 0.000 -0.013
67 1:LOAD CASE 0.290 134.528 -0.000 0.000 0.000 -0.383
2:LOAD CASE 0.020 18.635 -0.000 0.000 0.000 -0.026