prokon - output beam 12
DESCRIPTION
good work from prokon softwareTRANSCRIPT
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
ContinuousBeam:(CodeofPractice:BS8110-1997)C012/19/201613:41:11
InputTables
Fcu(MPa)
Fy(MPa)
Fyv(MPa)
%Redistribution
Downward/Optimizedredistr.
Covertocentretopsteel(mm)
Covertocentrebot.steel(mm)
DeadLoadFactor
LiveLoadFactor
Densityofconcrete(kN/m3)
%Liveloadpermanent
(Creepcoefficient)
Ecs(Freeshrinkagestrain)
20
460
460
10
D
25
25
1.4
1.6
24
25
2
300E-6
SecNo.
Bw(mm)
D(mm)
Bf-top(mm)
Hf-top(mm)
Bf-bot(mm)
Hf-bot(mm)
Y-offset(mm)
Weboffset
Flangeoffset
1 300 600
SpanNo
SectionLength(m)
SecNoLeft
SecNoRight
1 6.5 1
2 6.5 1
3 6.5 1
4 6.23 1
SupNo.
CodeC,F
ColumnBelow CodeF,P
Columnabove CodeF,P
D(mm) B(mm) H(m) D(mm) B(mm) H(m)
1 150 400 3 150 400 3
2 150 400 3 150 400 3
3 150 400 3 150 400 3
4 150 400 3 150 400 3
5 150 400 3 150 400 3
CaseD,L
Span
Wleft(kN/m)
Wright(kN/m)
a(m)
b(m)
P(kN)
a(m)
M(kNm)
a(m)
D 1 24.024
2 20.72
3 21.92
4 27.77
L 1 15.6
2 13.46
3 14.24
4 13.62
Span
Mleft(kNm)
Mright(kNm)
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
SECTION1
300
600
Sections
1 2 3 4 5
6.500
SPAN1
Dead+OwnW
Live
28.34
15.60
6.500
SPAN2
25.04
13.46
6.500
SPAN3
26.24
14.24
6.230
SPAN4
32.09
13.62
BeamElevation
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
ElasticDeflections(Alternatespansloaded) [email protected]
4.00
3.00
2.00
1.00
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
Deflection,Shear,MomentandSteeldiagrams.Spans1,2
Long-termDeflections(Allspansloaded-usingenteredreinforcement) [email protected]
8.00
6.00
4.00
2.00
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
SHEAR:X-X [email protected]
-200
-150
-100
-50.0
50.0
100
150
200
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
MOMENTS:X-X [email protected]
200
100
-100
-200
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
ShearSteel:X-X Asvmax=.4236mm/[email protected]
.050
.100
.150
.200
.250
.300
.350
.400
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
BendingSteel:X-X [email protected]
1000
800
600
400
200
-200
-400
-600
-800
-1000
-1200
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
ElasticDeflections(Alternatespansloaded) [email protected]
3.50
3.00
2.50
2.00
1.50
1.00
.500
-.500
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
Deflection,Shear,MomentandSteeldiagrams.Spans3,4
Long-termDeflections(Allspansloaded-usingenteredreinforcement) [email protected]
8.00
7.00
6.00
5.00
4.00
3.00
2.00
1.00
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
SHEAR:X-X [email protected]
-200
-150
-100
-50.0
50.0
100
150
200
250
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
MOMENTS:X-X [email protected]
200
100
-100
-200
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
ShearSteel:X-X Asvmax=.4104mm/[email protected]
.050
.100
.150
.200
.250
.300
.350
.400
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
BendingSteel:X-X [email protected]
1000
800
600
400
200
-200
-400
-600
-800
-1000
-1200
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
===================================================================== C O N T I N U O U S B E A M Ver W2.4.00 - 01 Apr 2008
Title : Data File : Date/Time : 2/19/2016 Code of Practice : BS8110 - 1997 =====================================================================
BENDING MOMENTS & REINFORCEMENT
SPAN 1
Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)
0.000 -19.36 -5.97 80.89 0.00 0.250 9.16 23.89 0.00 99.81 0.500 22.52 63.09 0.00 263.64 0.750 34.12 98.25 0.00 414.46 1.000 43.93 129.38 0.00 557.83 1.250 51.98 156.46 0.00 688.50 1.500 58.26 179.51 0.00 804.62 1.750 62.76 198.51 0.00 904.27 2.000 65.49 213.47 0.00 985.49 2.250 66.46 224.40 0.00 1046.46 2.500 65.65 231.28 0.00 1085.67 2.750 63.06 234.12 0.00 1102.05 3.000 58.71 232.93 0.00 1095.14 3.250 52.59 227.69 0.00 1065.14 3.500 44.69 218.41 0.00 1012.88 3.750 35.02 205.10 0.00 939.70 4.000 23.58 187.74 0.00 847.33 4.250 10.37 166.34 0.00 737.69 4.500 -4.61 140.90 19.27 612.72 4.750 -21.36 111.43 89.27 474.31 5.000 -39.89 77.91 166.68 325.55 5.250 -60.19 40.35 251.50 168.61 5.500 -82.25 -1.25 343.71 0.00 5.750 -106.09 -46.89 449.94 0.00 6.000 -132.95 -96.56 574.71 0.00 6.250 -188.18 -150.28 849.64 0.00 6.500 -247.45 -188.24 1180.39 0.00
SPAN 2
Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)
0.000 -241.44 -193.24 1144.74 0.00 0.250 -193.90 -146.53 879.78 0.00 0.500 -150.20 -103.35 657.77 0.00 0.750 -130.89 -63.71 564.97 0.00 1.000 -113.14 -27.61 482.20 0.00 1.250 -96.96 4.96 408.64 20.72 1.500 -82.34 33.99 344.08 142.03 1.750 -69.29 59.48 289.53 248.55 2.000 -57.80 81.44 241.53 340.29 2.250 -47.88 99.85 200.07 421.67 2.500 -39.52 114.73 165.14 489.53 2.750 -32.73 126.08 136.76 542.31 3.000 -27.50 133.89 114.91 579.18 3.250 -23.84 138.16 99.60 599.54
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SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
3.500 -21.74 138.89 90.84 603.05 3.750 -21.21 136.09 88.61 589.65 4.000 -22.24 129.74 92.92 559.56 4.250 -24.83 119.87 103.78 513.29 4.500 -29.00 106.45 121.17 451.57 4.750 -34.72 89.50 145.10 375.32 5.000 -42.02 69.01 175.57 288.38 5.250 -50.87 44.99 212.58 187.98 5.500 -61.30 17.42 256.13 72.80 5.750 -73.28 -13.68 306.23 0.00 6.000 -86.83 -48.31 363.49 0.00 6.250 -114.08 -86.49 486.51 0.00 6.500 -154.97 -118.63 681.12 0.00
SPAN 3
Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)
0.000 -155.77 -119.28 685.09 0.00 0.250 -112.54 -85.08 479.45 0.00 0.500 -85.11 -45.24 355.87 0.00 0.750 -70.48 -9.12 294.53 0.00 1.000 -57.50 23.28 240.26 97.26 1.250 -46.15 51.96 192.85 217.11 1.500 -36.44 76.92 152.28 321.41 1.750 -28.38 98.16 118.57 414.02 2.000 -21.95 115.68 91.72 493.87 2.250 -17.16 129.48 71.72 558.29 2.500 -14.02 139.56 58.57 606.24 2.750 -12.51 145.92 52.27 636.91 3.000 -12.64 148.56 52.82 649.73 3.250 -14.41 147.47 60.23 644.48 3.500 -17.83 142.67 74.50 621.24 3.750 -22.88 134.15 95.61 580.45 4.000 -29.57 121.91 123.58 522.83 4.250 -37.91 105.95 158.40 449.31 4.500 -47.88 86.27 200.07 361.01 4.750 -59.49 62.87 248.60 262.73 5.000 -72.75 35.75 303.98 149.40 5.250 -87.64 4.91 367.06 20.53 5.500 -104.17 -29.65 441.21 0.00 5.750 -122.34 -67.93 524.83 0.00 6.000 -145.05 -109.93 632.70 0.00 6.250 -191.10 -155.65 864.97 0.00 6.500 -240.87 -186.70 1141.39 0.00
SPAN 4
Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)
0.000 -245.19 -199.68 1166.89 0.00 0.250 -186.16 -142.48 839.11 0.00 0.500 -138.15 -89.45 599.50 0.00 0.750 -110.39 -40.59 469.57 0.00 1.000 -84.64 4.10 353.79 17.14 1.250 -60.89 44.62 254.46 186.46 1.500 -39.15 80.97 163.61 338.35 1.750 -19.42 113.15 81.15 482.24 2.000 -1.69 141.16 7.06 613.95 2.250 14.03 165.00 0.00 730.96 2.500 27.75 184.67 0.00 831.34 2.750 39.46 200.17 0.00 913.16
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SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
3.000 49.17 211.50 0.00 974.64 3.115 52.96 215.31 0.00 995.66 3.365 59.74 220.56 0.00 1024.85 3.615 64.51 221.63 0.00 1030.87 3.865 67.28 218.53 0.00 1013.54 4.115 68.04 211.26 0.00 973.34 4.365 66.80 199.83 0.00 911.32 4.615 63.55 184.22 0.00 829.00 4.865 58.29 164.44 0.00 728.17 5.115 51.03 140.50 0.00 610.77 5.365 41.76 112.38 0.00 478.70 5.615 30.49 80.09 0.00 334.69 5.865 17.21 43.64 0.00 182.35 6.115 1.93 3.01 0.00 12.59 6.230 -17.08 -5.78 71.36 0.00
---------------------------------------------------------------------
SHEAR FORCES & REINFORCEMENT
SPAN 1
Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom) Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)
0.000 64.08 181.06 617.15 0.00 0.27 0.250 56.99 164.90 380.66 0.00 0.27 0.500 49.90 148.74 157.72 0.00 0.27 0.750 42.82 132.58 115.47 0.07 0.27 1.000 35.73 116.42 93.03 0.09 0.27 1.250 28.65 100.26 80.27 0.08 0.27 1.500 21.56 84.09 84.55 0.00 0.27 1.750 14.47 67.93 87.90 0.00 0.27 2.000 7.39 51.77 90.46 0.00 0.27 2.250 0.30 35.61 92.29 0.00 0.27 2.500 -6.78 19.45 93.43 0.00 0.27 2.750 -13.87 3.29 93.90 0.00 0.27 3.000 -20.96 -12.87 93.70 0.00 0.27 3.250 -35.09 -28.04 92.84 0.00 0.27 3.500 -51.25 -35.13 91.29 0.00 0.27 3.750 -67.41 -42.21 89.04 0.00 0.27 4.000 -83.57 -49.30 86.02 0.00 0.27 4.250 -99.73 -56.39 82.14 0.07 0.27 4.500 -115.89 -63.47 77.21 0.15 0.27 4.750 -132.05 -70.56 70.89 0.24 0.27 5.000 -148.21 -77.64 62.53 0.34 0.27 5.250 -164.37 -84.73 57.93 0.42 0.27 5.500 -180.54 -91.82 79.17 0.40 0.27 5.750 -196.70 -98.90 118.67 0.31 0.27 6.000 -212.86 -105.99 204.50 0.03 0.27 6.250 -229.02 -113.07 565.78 0.00 0.27 6.500 -245.18 -120.16 617.15 0.00 0.27
SPAN 2
Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom) Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)
0.000 92.90 197.23 617.15 0.00 0.27 0.250 86.64 183.08 572.39 0.00 0.27 0.500 80.38 168.93 213.92 0.00 0.27 0.750 74.12 154.78 128.03 0.11 0.27
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
1.000 67.86 140.64 88.62 0.21 0.27 1.250 61.60 126.49 67.46 0.23 0.27 1.500 55.34 112.34 63.70 0.19 0.27 1.750 49.08 98.19 60.14 0.15 0.27 2.000 42.82 84.04 63.46 0.08 0.27 2.250 36.56 69.90 68.17 0.01 0.27 2.500 30.30 55.75 71.64 0.00 0.27 2.750 24.04 41.60 74.13 0.00 0.27 3.000 17.78 27.45 75.77 0.00 0.27 3.250 10.01 13.30 76.65 0.00 0.27 3.500 -4.14 5.26 76.80 0.00 0.27 3.750 -18.29 -1.00 76.23 0.00 0.27 4.000 -32.44 -7.26 74.91 0.00 0.27 4.250 -46.59 -13.52 72.78 0.00 0.27 4.500 -60.73 -19.78 69.74 0.00 0.27 4.750 -74.88 -26.04 65.57 0.04 0.27 5.000 -89.03 -32.30 60.06 0.12 0.27 5.250 -103.18 -38.56 57.93 0.18 0.27 5.500 -117.33 -44.82 72.02 0.18 0.27 5.750 -131.47 -51.08 104.39 0.11 0.27 6.000 -145.62 -57.34 175.54 0.00 0.27 6.250 -159.77 -63.60 469.82 0.00 0.27 6.500 -173.92 -69.86 617.15 0.00 0.27
SPAN 3
Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom) Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)
0.000 74.91 181.68 617.15 0.00 0.27 0.250 68.35 166.80 467.54 0.00 0.27 0.500 61.79 151.92 174.31 0.00 0.27 0.750 55.23 137.04 103.04 0.14 0.27 1.000 48.67 122.16 72.02 0.20 0.27 1.250 42.11 107.28 57.93 0.20 0.27 1.500 35.55 92.40 62.27 0.12 0.27 1.750 28.99 77.52 67.75 0.04 0.27 2.000 22.43 62.64 71.85 0.00 0.27 2.250 15.87 47.76 74.85 0.00 0.27 2.500 9.31 32.88 76.94 0.00 0.27 2.750 2.75 18.00 78.21 0.00 0.27 3.000 -3.81 3.12 78.73 0.00 0.27 3.250 -13.09 -10.37 78.52 0.00 0.27 3.500 -27.97 -16.93 77.56 0.00 0.27 3.750 -42.85 -23.49 75.83 0.00 0.27 4.000 -57.73 -30.05 73.23 0.00 0.27 4.250 -72.61 -36.61 69.62 0.01 0.27 4.500 -87.49 -43.17 64.73 0.09 0.27 4.750 -102.37 -49.73 58.22 0.18 0.27 5.000 -117.25 -56.29 61.12 0.22 0.27 5.250 -132.13 -62.85 65.09 0.27 0.27 5.500 -147.01 -69.41 86.04 0.24 0.27 5.750 -161.89 -75.97 124.92 0.15 0.27 6.000 -176.77 -82.53 211.16 0.00 0.27 6.250 -191.65 -89.09 569.16 0.00 0.27 6.500 -206.53 -95.65 617.15 0.00 0.27
SPAN 4
Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom) Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
0.000 131.08 244.44 617.15 0.00 0.27 0.250 123.06 227.76 563.43 0.00 0.27 0.500 115.04 211.08 207.40 0.01 0.27 0.750 107.02 194.40 120.38 0.29 0.27 1.000 98.99 177.72 79.93 0.39 0.27 1.250 90.97 161.04 57.93 0.41 0.27 1.500 82.95 144.36 63.34 0.32 0.27 1.750 74.93 127.69 71.29 0.22 0.27 2.000 66.90 111.01 77.26 0.13 0.27 2.250 58.88 94.33 81.89 0.05 0.27 2.500 50.86 77.65 85.47 0.00 0.27 2.750 42.84 60.97 88.19 0.00 0.27 3.000 34.81 44.29 90.13 0.00 0.27 3.115 29.31 36.62 90.77 0.00 0.27 3.365 12.63 23.10 91.65 0.00 0.27 3.615 -4.05 15.08 91.83 0.00 0.27 3.865 -20.73 7.06 91.31 0.00 0.27 4.115 -37.41 -0.97 90.09 0.00 0.27 4.365 -54.09 -8.99 88.13 0.00 0.27 4.615 -70.77 -17.01 85.39 0.00 0.27 4.865 -87.45 -25.03 81.78 0.02 0.27 5.115 -104.13 -33.06 85.28 0.07 0.27 5.365 -120.81 -41.08 103.51 0.07 0.27 5.615 -137.49 -49.10 134.41 0.01 0.27 5.865 -154.16 -57.12 229.71 0.00 0.27 6.115 -170.84 -65.15 617.15 0.00 0.27 6.230 -178.52 -68.84 617.15 0.00 0.27
---------------------------------------------------------------------
COLUMN REACTIONS
Support Dead Load(kN) Live Load(kN) Dead + Live(kN) Ultimate(kN)
1 74.92 41.41 116.34 181.06 2 197.44 107.07 304.51 442.41 3 152.33 84.23 236.56 350.97 4 211.67 100.06 311.73 450.97 5 81.12 33.53 114.65 178.52
---------------------------------------------------------------------
COLUMN MOMENTS (Ultimate limit state)
Columns below
Support Bending Moment(kNm) Shear Force (kN) No. Min. Max. Min. Max.
1 -12.75 -2.99 -6.38 -1.49 2 -2.50 7.26 -1.25 3.63 3 -5.00 4.46 -2.50 2.23 4 -6.49 2.70 -3.24 1.35 5 2.89 11.58 1.44 5.79
Columns above
Support Bending Moment(kNm) Shear Force (kN) No. Min. Max. Min. Max.
1 -12.75 -2.99 -6.38 -1.49 2 -2.50 7.26 -1.25 3.63
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
3 -5.00 4.46 -2.50 2.23 4 -6.49 2.70 -3.24 1.35 5 2.89 11.58 1.44 5.79
---------------------------------------------------------------------
ELASTIC DEFLECTIONS (Alternate spans loaded - positive downward)
Modulus of elasticity: Ec = 20 + fcu/5 = 24.0 Gpa
SPAN 1
Position(m) Min.Deflection(mm) Max.Deflection(mm)
0.000 -0.00 -0.00 0.250 0.27 0.56 0.500 0.54 1.11 0.750 0.79 1.63 1.000 1.02 2.13 1.250 1.23 2.59 1.500 1.42 3.01 1.750 1.59 3.38 2.000 1.72 3.71 2.250 1.83 3.97 2.500 1.90 4.17 2.750 1.93 4.29 3.000 1.92 4.35 3.250 1.87 4.31 3.250 1.87 4.31 3.500 1.77 4.20 3.750 1.64 4.00 4.000 1.48 3.74 4.250 1.29 3.43 4.500 1.09 3.07 4.750 0.89 2.68 5.000 0.69 2.27 5.250 0.50 1.85 5.500 0.33 1.43 5.750 0.18 1.03 6.000 0.08 0.65 6.250 0.01 0.30 6.500 -0.00 0.00
SPAN 2
Position(m) Min.Deflection(mm) Max.Deflection(mm)
0.000 -0.00 0.00 0.250 -0.24 0.04 0.500 -0.43 0.13 0.750 -0.57 0.26 1.000 -0.66 0.43 1.250 -0.71 0.61 1.500 -0.73 0.80 1.750 -0.73 1.01 2.000 -0.70 1.20 2.250 -0.67 1.39 2.500 -0.62 1.56 2.750 -0.57 1.69 3.000 -0.52 1.79 3.250 -0.48 1.84 3.250 -0.48 1.84
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
3.500 -0.46 1.85 3.750 -0.45 1.80 4.000 -0.45 1.71 4.250 -0.45 1.59 4.500 -0.45 1.44 4.750 -0.45 1.26 5.000 -0.44 1.07 5.250 -0.41 0.88 5.500 -0.38 0.68 5.750 -0.32 0.49 6.000 -0.24 0.30 6.250 -0.14 0.14 6.500 -0.00 0.00
SPAN 3
Position(m) Min.Deflection(mm) Max.Deflection(mm)
0.000 -0.00 0.00 0.250 -0.11 0.17 0.500 -0.19 0.36 0.750 -0.24 0.56 1.000 -0.27 0.78 1.250 -0.28 1.00 1.500 -0.28 1.21 1.750 -0.27 1.42 2.000 -0.26 1.60 2.250 -0.24 1.76 2.500 -0.22 1.89 2.750 -0.22 1.99 3.000 -0.22 2.04 3.250 -0.24 2.03 3.250 -0.24 2.03 3.500 -0.28 1.97 3.750 -0.33 1.86 4.000 -0.38 1.71 4.250 -0.44 1.53 4.500 -0.49 1.33 4.750 -0.54 1.12 5.000 -0.56 0.90 5.250 -0.56 0.68 5.500 -0.53 0.48 5.750 -0.47 0.30 6.000 -0.36 0.16 6.250 -0.21 0.05 6.500 -0.00 0.00
SPAN 4
Position(m) Min.Deflection(mm) Max.Deflection(mm)
0.000 -0.00 0.00 0.250 0.00 0.26 0.500 0.06 0.57 0.750 0.17 0.92 1.000 0.31 1.29 1.250 0.48 1.66 1.500 0.67 2.04 1.750 0.87 2.41 2.000 1.07 2.76 2.250 1.27 3.07 2.500 1.44 3.34
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
2.750 1.59 3.55 3.000 1.71 3.70 3.115 1.75 3.74 3.115 1.75 3.74 3.365 1.80 3.77 3.615 1.81 3.72 3.865 1.78 3.60 4.115 1.70 3.41 4.365 1.60 3.16 4.615 1.46 2.86 4.865 1.29 2.51 5.115 1.10 2.12 5.365 0.88 1.69 5.615 0.64 1.23 5.865 0.39 0.74 6.115 0.13 0.24 6.230 0.00 0.00
---------------------------------------------------------------------
LONGTERM DEFLECTIONS (All spans loaded - positive downward)
Symbols: DS : Shrinkage deflection. DL : Long-term deflection under permanent load. DI : Instantaneous deflection under short-term load. DT : Total long-term deflection.
SPAN 1
Position(m) DS(mm) DL(mm) DI(mm) DT(mm)
0.000 -0.00 0.00 0.00 -0.00 0.250 0.12 0.88 0.31 1.31 0.500 0.24 1.75 0.61 2.60 0.750 0.35 2.60 0.91 3.86 1.000 0.45 3.40 1.19 5.04 1.250 0.55 4.14 1.45 6.13 1.500 0.63 4.80 1.68 7.10 1.750 0.70 5.36 1.87 7.94 2.000 0.76 5.83 2.04 8.62 2.250 0.80 6.19 2.16 9.15 2.500 0.83 6.43 2.25 9.51 2.750 0.85 6.56 2.29 9.69 3.000 0.85 6.56 2.30 9.71 3.250 0.84 6.46 2.26 9.55 3.250 0.84 6.46 2.26 9.55 3.500 0.81 6.24 2.19 9.24 3.750 0.77 5.92 2.08 8.77 4.000 0.72 5.50 1.94 8.16 4.250 0.66 5.01 1.77 7.44 4.500 0.59 4.45 1.57 6.61 4.750 0.51 3.84 1.36 5.71 5.000 0.42 3.21 1.14 4.77 5.250 0.33 2.56 0.91 3.81 5.500 0.24 1.93 0.69 2.86 5.750 0.16 1.32 0.47 1.95 6.000 0.09 0.77 0.28 1.14 6.250 0.03 0.31 0.12 0.47 6.500 0.00 0.00 -0.00 -0.00
SPAN 2
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
Position(m) DS(mm) DL(mm) DI(mm) DT(mm)
0.000 -0.00 0.00 0.00 -0.00 0.250 -0.07 -0.23 -0.07 -0.37 0.500 -0.11 -0.31 -0.10 -0.53 0.750 -0.13 -0.28 -0.09 -0.51 1.000 -0.14 -0.17 -0.06 -0.36 1.250 -0.13 -0.00 -0.00 -0.13 1.500 -0.11 0.20 0.06 0.15 1.750 -0.09 0.41 0.13 0.45 2.000 -0.05 0.63 0.20 0.77 2.250 -0.01 0.84 0.27 1.10 2.500 0.04 1.04 0.33 1.41 2.750 0.09 1.21 0.39 1.68 3.000 0.13 1.34 0.43 1.91 3.250 0.17 1.43 0.46 2.07 3.250 0.17 1.43 0.46 2.07 3.500 0.20 1.48 0.47 2.14 3.750 0.21 1.46 0.47 2.14 4.000 0.21 1.40 0.45 2.06 4.250 0.20 1.30 0.41 1.91 4.500 0.19 1.15 0.36 1.69 4.750 0.16 0.97 0.29 1.43 5.000 0.13 0.78 0.23 1.14 5.250 0.10 0.57 0.16 0.83 5.500 0.07 0.37 0.10 0.53 5.750 0.03 0.18 0.04 0.25 6.000 0.01 0.04 -0.01 0.03 6.250 -0.01 -0.04 -0.02 -0.07 6.500 -0.00 -0.00 -0.00 -0.00
SPAN 3
Position(m) DS(mm) DL(mm) DI(mm) DT(mm)
0.000 -0.00 0.00 0.00 -0.00 0.250 0.01 0.02 0.03 0.06 0.500 0.03 0.16 0.09 0.28 0.750 0.07 0.36 0.18 0.62 1.000 0.12 0.61 0.29 1.01 1.250 0.16 0.86 0.40 1.42 1.500 0.20 1.12 0.51 1.83 1.750 0.24 1.36 0.61 2.21 2.000 0.28 1.57 0.71 2.56 2.250 0.30 1.75 0.79 2.84 2.500 0.32 1.88 0.86 3.05 2.750 0.32 1.96 0.90 3.17 3.000 0.31 1.97 0.92 3.20 3.250 0.28 1.93 0.91 3.13 3.250 0.28 1.93 0.91 3.13 3.500 0.25 1.83 0.88 2.96 3.750 0.20 1.68 0.83 2.71 4.000 0.15 1.48 0.76 2.38 4.250 0.09 1.25 0.67 2.01 4.500 0.03 1.00 0.57 1.60 4.750 -0.01 0.74 0.47 1.20 5.000 -0.05 0.48 0.36 0.80 5.250 -0.08 0.24 0.26 0.42 5.500 -0.10 0.02 0.17 0.09 5.750 -0.10 -0.14 0.08 -0.16 6.000 -0.09 -0.22 0.02 -0.29 6.250 -0.06 -0.19 -0.01 -0.26
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
6.500 0.00 0.00 0.00 0.00
SPAN 4
Position(m) DS(mm) DL(mm) DI(mm) DT(mm)
0.000 -0.00 0.00 0.00 -0.00 0.250 0.03 0.29 0.05 0.37 0.500 0.08 0.71 0.15 0.95 0.750 0.15 1.24 0.27 1.67 1.000 0.23 1.83 0.42 2.47 1.250 0.31 2.44 0.57 3.32 1.500 0.40 3.06 0.73 4.18 1.750 0.48 3.66 0.89 5.03 2.000 0.56 4.23 1.03 5.82 2.250 0.62 4.75 1.17 6.55 2.500 0.68 5.20 1.29 7.17 2.750 0.72 5.56 1.39 7.67 3.000 0.75 5.83 1.46 8.04 3.115 0.76 5.91 1.48 8.16 3.115 0.76 5.91 1.48 8.16 3.365 0.78 6.02 1.52 8.31 3.615 0.77 6.01 1.52 8.30 3.865 0.76 5.88 1.49 8.13 4.115 0.73 5.64 1.43 7.80 4.365 0.68 5.28 1.35 7.31 4.615 0.63 4.81 1.23 6.66 4.865 0.56 4.24 1.09 5.88 5.115 0.48 3.58 0.92 4.98 5.365 0.38 2.85 0.73 3.96 5.615 0.28 2.06 0.53 2.87 5.865 0.17 1.24 0.32 1.72 6.115 0.05 0.39 0.10 0.54 6.230 -0.00 -0.00 0.00 0.00
--------------------------------------------------------------------- QUANTITIES
Section Area(m) 1 0.180
Total weight of beam = 111.15 kN =====================================================================
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
COLUMN REACTIONS
Support Dead Load(kN) Live Load(kN) Dead + Live(kN) Ultimate(kN)
1 74.92 41.41 116.34 181.06 2 197.44 107.07 304.51 442.41 3 152.33 84.23 236.56 350.97 4 211.67 100.06 311.73 450.97 5 81.12 33.53 114.65 178.52
---------------------------------------------------------------------
COLUMN MOMENTS (Ultimate limit state)
Columns below
Support Bending Moment(kNm) Shear Force (kN) No. Min. Max. Min. Max.
1 -12.75 -2.99 -6.38 -1.49 2 -2.50 7.26 -1.25 3.63 3 -5.00 4.46 -2.50 2.23 4 -6.49 2.70 -3.24 1.35 5 2.89 11.58 1.44 5.79
Columns above
Support Bending Moment(kNm) Shear Force (kN) No. Min. Max. Min. Max.
1 -12.75 -2.99 -6.38 -1.49 2 -2.50 7.26 -1.25 3.63 3 -5.00 4.46 -2.50 2.23 4 -6.49 2.70 -3.24 1.35 5 2.89 11.58 1.44 5.79
---------------------------------------------------------------------
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
ReinforcingTables
Beamtype (1-5)
Maximumbarlength (m)
TOP:Minimumbardiameter (mm)
Maximumbardiameter (mm)
BOTTOM:Minimumbardiameter (mm)
Maximumbardiameter (mm)
STIRRUP:Minimumdiameter (mm)
Maximumdiameter (mm)
Stirrupshapecode
Firstbarmark-top
Firstbarmark-mid.[optional]
Firstbarmark-bot.[optional]
Covertostirrups-top (mm)
Covertostirrups-bot (mm)
Covertostirrups-sides (mm)
Minimumstirrupsas%ofnominal
Loosemethodofdetailing (Y/N)
Explodedelevation (Y/N)
Bendingschedulescale 1:
Numberbarsfromlefttoright (Y/N)
Middlebardiameter (mm)
1
12
12
25
12
25
8
16
60
A
25
25
25
100
N
Y
Auto
Y
Auto
Bars Mark SC Span Offset Length Hook Layer
4Y20 A 34 1 -0.050 6.750 L B
4Y20 B 34 1 -0.050 9.590 L T
2Y25 C 20 2 -0.200 6.900 L B
4Y16 D 20 2 1.140 10.970 L T
2Y25 E 20 3 -0.200 6.900 L B
4Y20 F 34 3 3.660 9.070 R T
4Y20 G 34 4 -0.200 6.480 R B
StirrupNumber
SectionNumber
BarType+Diameter Mark
ShapeCode
TopOffset
TopFlange
BottomFlange
1 1 Y8 SA 60
StirrupNumber Spacing Span Offset
Length(m)
1 350 1 0.20 4.55
1 200 1 5.02 1.20
1 350 2 0.20 6.10
1 350 3 0.20 6.10
1 200 4 0.20 1.40
1 350 4 1.87 4.16
Sectionpositions
Label Span Offset(m)
A 1 3.5
B 2 0.4
C 2 3.5
D 3 0.4
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
Sectionpositions
Label Span Offset(m)
E 3 3.5
F 4 0.4
G 4 3.3
Filename
Firstspan
Lastspan
Drawgridlines?(Y/N)
Drawcolumns?(Y/N)
Number/Letteroffirstgrid
Number(U)por(D)own
Drawingsize?(A4orA5)
Height(normaltext) mm
Height(titletext) mm
Height(sec.barmark)mm
CB.PAD
1
4
Y
Y
A
U
A5
2
2.5
1.8
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
SPAN1-6.500 SPAN2-6.500
4Y20-B
2Y25-C
4Y16-D
4Y20-A
MainandShearReinforcingdiagrams.Spans1,2
MAINREINFORCEMENT [email protected]
1000
500
-500
-1000
-1500
-2000
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
SPAN1-6.500 SPAN2-6.500
14-SA-350
7-SA-200
18-SA-350
SHEARREINFORCEMENT Asvmax=.5345mm/[email protected]
.100
.200
.300
.400
.500
.500
1.0
0
1.5
0
2.0
0
2.5
0
3.0
0
3.5
0
4.0
0
4.5
0
5.0
0
5.5
0
6.0
0
6.5
0
7.0
0
7.5
0
8.0
0
8.5
0
9.0
0
9.5
0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
-
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
SPAN3-6.500 SPAN4-6.230
2Y25-E
4Y20-F
4Y20-G
MainandShearReinforcingdiagrams.Spans3,4
MAINREINFORCEMENT [email protected]
1000
500
-500
-1000
-1500
-2000
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
SPAN3-6.500 SPAN4-6.230
18-SA-350 8-SA-200
13-SA-350
SHEARREINFORCEMENT Asvmax=.5027mm/[email protected]
.100
.200
.300
.400
.500
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5