proyecto kani en estructuras de acero
TRANSCRIPT
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ANALISIS DE CARGAS DE AZOTEA ANALISIS DE
Kg/m2
PISO CERM
IMPERMEAB 10 ENTORTADO
ENTORTADO 45 LOSACERO
LOSACERO 260 PLAFON
PLAFON 45 C. M. A.C. M. 40
400 C. V.
C. V. 100 TOTAL
TOTAL 500
CALCULO DE AREAS TRIBUTARIAS AZOTEA
AT
SECCION 0.5!6 4.5 "5
SECCION 1.5!6 # 50
SECCION 1.5!6 # 50SECCION 1.5!6 # 50
SECCION 0..5!6 4.5 "5
MOMENTO DE EMPOTRAMIENTO
$% PESO
LOSA L L2 CONSTANTE OM EMPOT
""00.0 6 "6 12 ##00
""00.0 6 "6 12 ##00
""00.0 6 "6 12 ##00
""00.0 6 "6 12 ##00
ENTREPISO
4" 6 "6 12 1"16
4" 6 "6 12 1"16
4" 6 "6 12 1"16
4" 6 "6 12 1"16
NODO TRABE TRABE
5 1.0# 1.0#
COLUMNA '()*+, -*, '()*+, -*,
2.44 0.15"&05 0.0#210526
'()*+, -*,
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0."4612#5
'()*+, -*,
0.21##6111
COLUMNA
2.44
NODO TRABE TRABE4 0.6 0.6
COLUMNA '()*+, -*, '()*+, -*,
2.44 0.0600& 0.026102"
'()*+, -*,
0.21##6111
'()*+, -*,
0.21##6111
COLUMNA
2.44NODO TRABE TRABE
" 0.6 0.6
COLUMNA '()*+, -*, '()*+, -*,
2.44 0.0600& 0.01#&&6"6
'()*+, -*,
0.21##6111
'()*+, -*,
0.1#00#
COLUMNA
2.44
NODO TRABE TRABE
2 2.25 2.25
COLUMNA '()*+, -*, '()*+, -*,
1.1 0.15#65& 0.04#2564"
'()*+, -*,
0.1""4#55"
MOMENTOS
NODO ##00 ##00
5 FD
FD 0.15
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0."5 14&5
"465 1262.&00061"2
2#46.54#6& 12"4.456&52&6
2&&1.0"2 122#.1655"15
2&6#."412 122&.&06&&&64&
2&6.2160 122&.401662
2&66.4"16
FD
0.22
1614.#"66"
1.106"
1&14."6"12
1&1#."&&1&20.22&
1&20.4&"51
NODO 1"16 1"16
4 FD
FD 0.06
0.22 440.4"2615
1614.#"66" 4&.#"&44"206
1.106" 4#4.&26"04&2&
1&14."6"12 4#6.1#6##"2522
1&1#."&& 4#6.42600&442
1&20.22& 4#6.4#5502241&
1&20.4&"51
FD
0.22
2"4.06&66
20&.4"2"
20"6.#"661
202#.1&&66
202.6&20
202.41"6&
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NODO 1"16 1"16
" FD
FD 0.060.22 640.10#6"4"6
2"4.06&66 56#.2##162&
20&.4"2" 555.52&16606"#
20"6.#"661 55".4150&&64
202#.1&&66 55".004201&54
202.6&20 552.#"100"&254
202.41"6&
FD
0.1#
2501."6&15
206.&16#6
212"."4"4
21""."50#4
21"4.#"#1
21"5.24&4"
NODO 1"16 1"16
2 FD
FD 0.1&
0.1" 2"6#.11#5024
111.46242 1#6.510&0164
1420.#&002 2011.5#221156
1452.&166 2021.06#"054#
145#.6611 2022.54461251
1460.4&22 2022.&66#"6##
1460.#5#45
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DIFERENCIA DE MOMENTOS
NODO 552.#2#0#65#&
5 55"."46&6
0.41601
650."#&6#
NODO 1215.#"&&12
4 566&."&0
0
5&5."10&
NODO 12065.1"1&514#
" 61#0.05#
0.254&12#
62#.#1055
NODO #220.0#&4&4#
2 2#21.#1
0.26&"#252
MOMENTO ISOSTATICO '+,m( 32/&
*,(m+ 5%10 14&50 *,(m+ 10%15
*,(m+ 4%# 1#50.5 *,(m+ #%14
*,(m+ "%& 1#50.5 *,(m+ &%1"
*,(m+ 2% 1#50.5 *,(m+ %12
)+,*(* +*(*)( '+,m( 3/2
*,(m+ 5%10 ##00 *,(m+ 10%15
*,(m+ 4%# 1"16 *,(m+ #%14
*,(m+ "%& 1"16 *,(m+ &%1"
*,(m+ 2% 1"16 *,(m+ %12
)+,*(* 7,*(*)( '+,m( 8M1M29/L
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*,(m+ 5%10 55#."000#" *,(m+ 10%15
*,(m+ 4%# 24."62555 *,(m+ #%14
*,(m+ "%& 24.46&52 *,(m+ &%1"
*,(m+ 2% #62.0160 *,(m+ %12
CORTANTE TOTAL FORMULA VISOSV:IPER
NODO 5 NODO 10
*,(m+ 5%10 552.#2#1 10#0&.2#65"&2
VISOS VISOS
##00 ##00
V:IPER V:IPER
55#."000#" 55#."000#2&0"
V TOTAL V TOTAL#"40.6###1 1045#."000#2&
NODO 4 NODO #
*,(m+ 4%# 1215.#4 1"65#.#54104
VISOS VISOS
1"16 1"16
V:IPER V:IPER
24."62555 24."62554&212
V TOTAL V TOTAL
12#1#.6"4 1"414."62554&2
NODO " NODO &
*,(m+ "%& 12065.1"1# 1"11.#4"2&555
VISOS VISOS
1"16 1"16
V:IPER V:IPER
24.46&52 24.46&52"4""
V TOTAL V TOTAL
12.5"14 1"441.46&52"4
NODO 2 NODO
*,(m+ 2% #220.0#&5 14##2.20"4#261
VISOS VISOS
1"16 1"16
V:IPER V:IPER
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#62.0160 #62.0160"522
V TOTAL V TOTAL
12204.#&24 1412#.0160"5
m+m*+ m(;m+ '+,m( 8V*2/239M1
NODO 5 5666.560&41
NODO 10 5666.560&41
NODO 4 6&"#.60"5&2"6"
NODO # 6&"#.60"5&2"6"
NODO " 6&0.54445440"
NODO & 6&0.54445440"
NODO 2 4#.&0&4
NODO 4#.&0&4
SISMOSISMO 3 : $:
F4 #200 15.5 122600
F" 105""6 12 12640"2
F2 105""6 &.5 "56
F1 105""6 5 5266&0
SUMA $ "#520& "#1"66&
NODO
5 FD
FD 0."4
0.16 .#4046
422.4#1"156& 12#5.1645
60#.4 1424.10516
60.161"1#"26 14&".##&""
6#&."5215"6&1 1506.##&5#
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0#.15&0&"22 151&.25#6#
14.4514#21#6 152"."5##&
16.&52&6#45&
MOM COLUM
2640.502"54#
46".1"0&0#51&54#2."066#515#
5&1.40&16&052
60"#.&016&5#
6114.1254#64"&
614.24"52512"
FD
0.12
426.0640&5#66"
#0.565"55"41#5&.65#&"&6545
10".46"&4
10".5"1#66&6
10."#0"#000#
10#6.411&4625
NODO 0 0
4 FD
FD 0.25
0.1" &&.6""512
461.56#42646"5 164.40#45
&56.652#1"4#5" 1##.20&
10"&.54&15&542 2162.0"05
1124.255& 22"6.610&"
116".0"62#4" 226#.56""1
11&0.12#2251 22&4.1#1"5
11&.#5015#"
MOM COLUM
"06&.002&011&
5262.210&&6221
6"25.0501#2"
6&42.46061#"#
04.210"&&"4
1.2&4#"6
22".0""&065
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FD
0.12
546.0"#2221""
1011.4244#4&4
1211."4"&"11&4
1"0".0#552061"4".4"064
1"61.""#21##
1"6#.2&26010#
NODO 0 0
" FD
FD 0.26
0.12 11&".0&4#&546.0"#2221"" 21#1.41#4
1011.4244#4&4 2624.5&"
1211."4"&"11&4 2&2".""64
1"0".0#55206 2#10.&5#
1"4".4"064 2#4#.56&42
1"61.""#21## 2#66.
1"6#.2&26010#
MOM COLUM
410.44&&216
521.2522&"1
&&.15&"000"6
#6"&."1#065"52
##26."5#&2###
10054.1605"61
10110.&2455
FD
0.12
5#0.55&5&550#
.6161655&6
1002.##"505""6
104#.1652#0&6
106#.162#466
10&.044""6##6
10&1.##0&&40&
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NODO 0 0
2 FD
FD 0.26
0.12 12#.#10"
5#0.55&5&550# 1#44.&"50"
.6161655&6 21".1525#
1002.##"505""6 22".1#6"1104#.1652#0&6 2"16.51#&
106#.162#466 2""5.62"
10&.044""6##6 2"44."1"5#
10&1.##0&&40&
MOM COLUM
"&26.504466"#&
4#62.#0&1"""5
5414.&6416#6
5600.400"06&556&1."24##6164
516.###02504
5"2.410"4"
NODO
5 "61.0&11
.&4#615#
"2".54454
NODO
4 "4&.1#61"
0
"2#6.6#"0"
NODO
" 62#0."2116
.6065#0&"1
65"6."25#
NODO
2 "560."
1.&65564"4#2
momento final
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ARGAS DE ENTREPISO
Kg/m2
25
45
260
45
40415
250
665
(( - 7+ (
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0."15" 0."15"
'()*+, -*, '()*+, -*,
0.1456&645 0.1456&645
COLUMNA COLUMNA
".2 ".2
NODO TRABE TRABE NODO# 0.6 0.6 14
COLUMNA '()*+, -*, '()*+, -*, COLUMNA
.1 0.026102" 0.026102261 .1
'()*+, -*, '()*+, -*,
0."020##021 0."020##021
'()*+, -*, '()*+, -*,
0.2"011"6"64 0.2"011"6"64
COLUMNA COLUMNA
.1 .1NODO TRABE TRABE NODO
& 0.6 0.6 1"
COLUMNA '()*+, -*, '()*+, -*, COLUMNA
.1 0.01#&&6"6 0.01#&&6"6"6 .1
'()*+, -*, '()*+, -*,
0.2"011"6"64 0.2"011"6"64
'()*+, -*, '()*+, -*,
0.16&&&2 0.16&&&2
COLUMNA COLUMNA
.1 .1
NODO TRABE TRABE NODO
2.25 2.25 12
COLUMNA '()*+, -*, '()*+, -*, COLUMNA
10.6" 0.04#2564" 0.04#25642## 10.6"
'()*+, -*, '()*+, -*,
0.2"260#52 0.2"260#52
NODO ##00 0 ##00
10 FD FD
0.0# FD 0.0#
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1"".65 0."2 1"".65
120.4552 45.2 120.455200"
112.4&0&2 42#."142#"5 112.4&0&1##6
111.4"4# "##.#"1&04"" 111.4"4#5#
110.0""4& "#6.212#62& 110.0""4#&4
10#.&05"2 "#1.2"015054 10#.&05"1#21
"#0.650&016
FD
0.14
66.&146054
"."162#"2""1
&.#6&"016&
6.#05446662.6#"#2665
&.261&"21"0
NODO 1"16 0 1"16
# FD FD
0.0" FD 0.0"
14."10"1" 0." 14."10"12#&
0.106"426 14".10"12#& 0.106"42642
1.&&504422 .106"426424 1.&&504421#
1.4#" 1&.&504421# 1.4#"&&56
1.664#441" 14.#"&&56 1.664#4412&5
1.0"#26 16.64#4412&5 1.0"#25##4
1.0"#25##4
FD
0.2"
"2.#1"1#&54
150.44541"6
4&.#6"#"1"01
4#.4"6#11"&
46.51&@
45.#2#"&00#5
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NODO 1"16 0 1"16
& FD FD
0.02 FD 0.022.&620626 0.2" 2.&620625#6
1".0&22102 "2.#1"1#&54 1".0&2210205"
4.25""16 150.44541"6 4.25""1566
4.2#&&514 4&.#6"#"1"01 4.2#&&5140""
4.065"&0& 4#.4"6#11"& 4.065"&0#5
".##"&5#14 46.51&@ ".##"&5#1"&
45.#2#"&00#5
FD
0.1
6.452050##4
"6."26"6626
"26.2116#2
""".5"&052#
""5.6256#6&"
""6.02&5512
NODO 1"16 0 1"16
FD FD
0.05 FD 0.05
1.#04420# 0.2" 1.#04420&&
110.6&4225 &.6051605 110.6&4225"1
#5.#446155 50#.144"61 #5.#446154##
#&.0##42&6 441."452"1" #&.0##42&6152
#&.1"4402 451.25"16" #&.1"44024"#
#&.&"1221 454.0&1&2512 #&.&"1220#41
454.625#216"
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NODO 10#0&.2# 1011#.4""25"
10 .56""#246
0.506"#"52
40.144444"
NODO 1"65#.#54 1"10.55104"
# &1.""2"20&4
0.##"266&
10#.5626&61&
NODO 1"11.#4"" 1"14.#&22444
& 42.&&6615"1
0.4&&260"60
1.#&50#0""
NODO 14##2.20"5 1""64.640&"5
#0#.251&4"2
0.2#245542
14&50 *,(m+ 15%20 14&50
1#50.5 *,(m+ 14%1# 1#50.5
1#50.5 *,(m+ 1".1& 1#50.5
1#50.5 *,(m+ 12%1 1#50.5
##00 *,(m+ 15%20 ##00
1"16 *,(m+ 14%1# 1"16
1"16 *,(m+ 1".1& 1"16
1"16 *,(m+ 12%1 1"16
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54.#"6"#66&& *,(m+ 15%20 54.#1#2046
0."2""4 *,(m+ 14%1# 0.&
1.##41#26"# *,(m+ 1".1& 1.##040162"
1#.16250462#5 *,(m+ 12%1 4#.426"1&514
NODO 10 NODO 15
*,(m+ 10%15 1011#.4"" ##0.124#452 *,(m+ 15%20
VISOS VISOS
##00 ##00
V:IPER V:IPER
54.#"6"#6 54.#"6"#66&&
V TOTAL V TOTAL##54.#"64 #&45.06"60""
NODO # NODO 14
*,(m+ #%14 1"10.551 1"165.20#0&" *,(m+ 14%1#
VISOS VISOS
1"16 1"16
V:IPER V:IPER
0."2"" 0."2""4
V TOTAL V TOTAL
1"16." 1"166.10#6"
NODO & NODO 1"
*,(m+ &%1" 1"14.#&22 1"16".010 *,(m+ 1"%1&
VISOS VISOS
1"16 1"16
V:IPER V:IPER
1.##41#264 1.##41#26"#
V TOTAL V TOTAL
1"16&.##42 1"165.005&0
NODO NODO 12
*,(m+ %12 1""64.641 1"06&.146### *,(m+ 12%1
VISOS VISOS
1"16 1"16
V:IPER V:IPER
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1#.1625 1#.1625046
V TOTAL V TOTAL
14#46.1625 11"&.&"4#5
NODO 10 4.52"14 NODO 15 4.5"5"06664
NODO 15 4.52"14 NODO 20 4.5"5"06664
NODO # 65&2.6200" NODO 14 65&2.5#"10010#
NODO 14 65&2.6200" NODO 1# 65&2.5#"10010#
NODO & 65&1.500# NODO 1" 65&1.51551&0245
NODO 1" 65&1.500# NODO 1& 65&1.51551&0245
NODO 120&".#21 NODO 12 65"4."41"41"
NODO 12 105.4"4 NODO 1 65"4."41"41"
V F M+m 7+ RIGIDEZ DE COLUM
COLUMNA 5
##1.13"5" ##1.14 1150.0544" COLUMNA 4
10211.50610#4&1 2012&.6#56 2"4&".4&2"1 COLUMNA "
2"".150160&&2" 2"61.&45& "1#22.15"41# COLUMNA 2
4254.#42122&" "1616.64 526#4.4
"1616.64
NODO
10 FD FD
0.14 FD 0.15
4".5#"661 0.21 46#.02#0"5125
51".0055&505 656.6"#064#1& 54#.64&&411206
54&.04"6&"5 6#.50&"56# 5&.1#"60"2
56#.6&"6#0"4 &22.0105252 610."5"&2501#
55.0&2611" &54.5255"550" 616.15##46#25
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5."&25#1 &62.62"#256#5 61&.624205"#55
5&.20"1 &66.0"&&554 61#.50#56#6&21
&6."1""#555
MOM COLUM
4024.646"61
122.5&"1.14265"&
&.#5"15#
#205.61#&24
#"1&.#"#
#"6#."6###
FD
0.14
1665."12511#6
2414.06"12&225.&20"2125
2.01&55"04
2#60.&"1
2##2.2&"45204
"006."0116#61
NODO 0 0 0
# FD FD
0.1 FD 0.1
11.50"1 0.16 11.50"1154
124.#02266 1#0".2142##"& 124.#022662"
1#4.0145152 25#.664"626 1#4.0145151&
2064.2# "115.22"2242& 2064.2#
2114.#24"45 ""02.&&"46"" 2114.#24"4502
21"."45"22# ""&". 21"."45"22&&6"
214."5#&" "41#.5251662 214."5#&2#16
"4"5.2652
MOM COLUM
#6#6.40"#14#
166"1.1&502"
1###0.2&"#21
21625.555001
22"5.##&26"
226&".2&"2
22&2&."661&5
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FD
0.15
"146.0#24605"
44#".6101401&
50"&.5460
5"00.#0211"1541."2##0"5#
546&.&0&200&
54#1.5#424"5
NODO 0 0 0
& FD FD
0.1 FD 0.1
20#."#4#" 0.15 20#."#4#"6&22##5.400#"5 "146.0#24605" 2##5.400#"45"&
""5#.0"0266 44#".6101401& ""5#.0"0265#"1
"5"".#"4421 50"&.5460 "5"".#"44211"6
"611.55"26#1 5"00.#0211"1 "611.55"26#062&
"645.&21""# 541."2##0"5# "645.&21""&551
"661.062&"16 546&.&0&200& "661.062&"156
54#1.5#424"5
MOM COLUM
1"1&0.60121
2"0.&1"#&
2&40.01&&25
"0461.&4#1
"1"2.25002
"16.112"12
"1#55."65122
FD
0.15
4611.020#0#5
66&6.##144
54#.#&"0125
#26.46#1#&5
&0#2."0##261
&165.#45&&4
&1#&.5&2#""55
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NODO 0 0 0
FD FD
0.1 FD 0.1
"04.01"&606 0.15 "04.01"&606""1
445.#&646" 4611.020#0#5 445.#&646"10#
50""."2200&4 66&6.##144 50""."2200&"5
52&4."12#&6 54#.#&"0125 52&4."12#&566&5"#4.#1"##51 #26.46#1#&5 5"#4.#1"##5014
544".#6"#22 &0#2."0##261 544".#6"#2266&
5465.21#55 &165.#45&&4 5465.21#556#&1
&1#&.5&2#""55
MOM COLUM
2"#6.1#022
"0&6".24"66#
""6".#1
"4&2.66&50#"5""0.#2150#
"5552.6515#&
"5650.&6065
"624.#2z" NODO 26#.&4&1
10 462&.441&"42&12
15.0504&464
24.45406222#
615.406625 NODO 65&.#0"05&
# 10465.226406615
".4140&"26#
&40#.404#24526
#5#4.6206#56 NODO 102&&.#046"21
& 12".5#"6#4101
6#.2165&605
10066.60500#0&
10115.4"&2#&4 NODO 1"25.5500&
1#25".101#554
&.550&5#2264
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CALCULO DE AREAS TRIBUTARIAS AZOTEA
AT
SECCION 0.5!6 4.5 4#&.5
SECCION 1.5!6 # ##.5
SECCION 1.5!6 # ##.5SECCION 1.5!" # ##.5
SECCION 0.5!6 4.5 4#&.5
IA
LADO ANC:O ANC:O CUB 1 TOTAL INERCIA
25 50 125000 "125000 260416.6666
"0 40 64000 1#20000 160000
"0 60 216000 64&0000 540000
50 50 125000 6250000 520&""."""""
45 45 #1125 4100625 "411&.5
60 60 216000 12#60000 10&0000
65 65 24625 1&50625 14&552.0&""
TRABE TRABE NODO TRABE
1.0# 1.0# 20 1.0#
'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,
0.0#210526"2 0.0#210526"2 ".2 0.0#210526"
'()*+, -*,
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7/25/2019 Proyecto kani en estructuras de acero
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0."15"
'()*+, -*,
0.1456&645
COLUMNA
".2
TRABE TRABE NODO TRABE0.6 0.6 1# 0.6
'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,
0.026102261 0.026102261 .1 0.02610226
'()*+, -*,
0."020##021
'()*+, -*,
0.2"011"6"64
COLUMNA
.1TRABE TRABE NODO TRABE
0.6 0.6 1& 0.6
'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,
0.01#&&6"6"6 0.01#&&6"6"6 .1 0.01#&&6"64
'()*+, -*,
0.2"011"6"64
'()*+, -*,
0.16&&&2
COLUMNA
.1
TRABE TRABE NODO TRABE
2.25 2.25 1 2.25
'()*+, -*, '()*+, -*, COLUMNA '()*+, -*,
0.04#25642## 0.04#25642## 10.6" 0.04#2564"
'()*+, -*,
0.2"260#52
NODO ##00 0 ##00
15 FD FD
0.0# FD 0.0#
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12.02&5 0."2 12.02&5
11.24#100011 42.6& 11.24#100011
0."4 41.6&&56& 0."4
0.6#2#460& 1.240&0&2" 0.6#2#460&
0.0&20#6165 2.46"215&60 0.0&20#6165
0.0022614545 0.2#40&6"66 0.0022614545
0.00&04022
FD
0.14
&.44&6&5&62
&.&"&2#&&41
1.&4&1"4"21
1.5155#&4&&0.14"1#0"
0.04&A"
NODO 1"16 0 1"16
14 FD FD
0.0" FD 0.0"
1.&104"266&5 0." 1.&104"266&5
1."#211&" 1&.104"266&4& 1."#211&"
0."#602&&"2 1&.#"#211&" 0."#602&&"2
0."2411045 ".#602&&"2" 0."2411045
0.0"1#1"#551 ".24110452 0.0"1#1"#551
0.01026206&6 0."1#1"#5506 0.01026206&6
0.1026206&65
FD
0.2"
4.&2226#5"46
12.222#"#25"
4.&00"5"2
0.4661"2
0.211"466#0"
0.062#4#4241
-
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NODO 1"16 0 1"16
1" FD FD
0.02 FD 0.020.41#"2&56 0.2" 0.41#"2&56
1.062&642&4& 4.&2226#5"46 1.062&642&4&
0.42"4&4655 12.222#"#25" 0.42"4&4655
0.04144#6&46 4.&00"5"2 0.04144#6&46
0.01&"#"1 0.4661"2 0.01&"#"1
0.0054"&6" 0.211"466#0" 0.0054"&6"
0.062#4#4241
FD
0.1
1.5#4544&"2
1&.##61&&06&
1.144#4&25#
0.56"026"04
0.165"205#&"
0.0"61"5"2"
NODO 1"16 0 1"16
12 FD FD
0.05 FD 0.05
5.1521#06& 0.2" 5.1521#06&
5.5&202"" 2".&0&"2014 5.5&202""
0."454"#654 25.0144"0#15 0."454"#654
0.166&5"14& 1.5 0.166&5"14&
0.04&62"054 0.6520&&2 0.04&62"054
0.0106"#242 0.22"66#044& 0.0106"#242
0.04"
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NODO ##0.124#4516## ##0.1642"05
15 0.06"#110&
0.10""0"24"4
0.10"&200"45
NODO 1"165.20#0&"26"" 1"165.216&102
14 0.1422#1#4&&
0.25"&45"1
0.02"2&161&
NODO 1"16".010&&5&2 1"16".01"11&1
1" 0.0"16
0.116"&02525
0.00#"#6404
NODO 1"06&.146###"55 1"06&.15&00224
12 0.0#&&1"226
0.11&2&1&502
*,(m+ 20%25 14&50
*,(m+ 1#%24 1#50.5
*,(m+ 1&%2" 1#50.5
*,(m+ 1%22 1#50.5
*,(m+ 20%25 ##00
*,(m+ 1#%24 1"16
*,(m+ 1&%2" 1"16
*,(m+ 1%22 1"16
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*,(m+ 20%25 55#."0""&&"1
*,(m+ 1#%24 24."41"#"16
*,(m+ 1&%2" 24.46&0401#
*,(m+ 1%22 #62.0"50206&6"
NODO 15 NODO 20 NODO 20
##0.1642" 1011#.6&22#52# *,(m+ 20%25 10#0&.66512
VISOS VISOS VISOS
##00 ##00 ##00
V:IPER V:IPER V:IPER
54.#1#205 54.#1#2046 55#."0""&&
V TOTAL V TOTAL V TOTAL#&45.0&100# ##54.#1#2046 1045#."0""#
NODO 14 NODO 1# NODO 1#
1"165.216&1 1"10.5#15211& *,(m+ 1#%24 1"65#.4
VISOS VISOS VISOS
1"16 1"16 1"16
V:IPER V:IPER V:IPER
0.& 0.& 24."41"#"
V TOTAL V TOTAL V TOTAL
1"166.10"2 1"16.& 1"414."41"#
NODO 1" NODO 1& NODO 1&
1"16".01"12 1"14.#56154&61 *,(m+ 1&%2" 1"11.#60&0&
VISOS VISOS VISOS
1"16 1"16 1"16
V:IPER V:IPER V:IPER
1.##040162" 1.##040162" 24.46&0402
V TOTAL V TOTAL V TOTAL
1"165.00#5#" 1"16&.##040162" 1"441.46&04
NODO 12 NODO 1 NODO 1
1"06&.15&002 1""64.15#1""""1 *,(m+ 1%22 14##2.20665
VISOS VISOS VISOS
1"16 1"16 1"16
V:IPER V:IPER V:IPER
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4#.426"1&515 4#.426"1&514 #62.0"50206#
V TOTAL V TOTAL V TOTAL
1"11.5"6&1 1"216.426"1&514 1412#.0"5021
NODO 20 5666.5406"50"
NODO 25 5666.5406"50"
NODO 1# 6&"#.62061265
NODO 24 6&"#.62061265
NODO 1& 6&0.52540624
NODO 2" 6&0.52540624
NODO 1 4#.&""6""1
NODO 22 4#.&""6""1
NAS
0.22&224521COLUMNA 10 0."4&502&52COLUMNA 15 0."4&502&5
0.1"0645161" COLUMNA # 0.412#0"225& COLUMNA 14 0.412#0"226
0.1"0645161" COLUMNA & 0.412#0"225& COLUMNA 1" 0.412#0"226
0.02616#0#" COLUMNA 0.4515&&21 COLUMNA 12 0.4515&&2
NODO
15 FD FD
0.14 FD 0.15
4#.&66"6561 0.21 5""."42&24
61.0121544 46.6##54&41" 661.&2#05&&
66#.#652#4#4 #26.5606&2"16 1.&1##5
00.&6#01"0 1004.#4#4246 50.#"1&22&"
15.500415 1051."04551#61 66.6@"
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2".662564"1& 10"."65506224 5."5244&
25."4# 10&5.4#"&464 .16060202
10&&.024&42&22
MOM COLUM
4024.646"60#
122.5"#52&"1.14265"&01
&.#5"15#65#
#205.61#&240"
#"1&.#"&55
#"6#."6####
FD
0.14
16".051100&"4
2"&".6#224"526##.460#4006
2&5."44224&
2#24.""##002&
2#52.&65164
2#65.&5#&0561&
NODO 0 0 0
14 FD FD
0.1 FD 0.1
116#."22214&& 0.16 116#."22214#
102.6"6602 1&0.#1554"&1 102.6"660"
1#2&.1#0&14" 224.22025642# 1#2&.1#0&14
2041.2"&&"2 "0&5.1052502#2 2041.2"&&"2
20&&.&141"5" "265.#&21#12 20&&.&141"5
210#.1#6# ""42.1026114 210#.1#6#&
211&.412" ""4.162&62 211&.412
"".55406"56"
MOM COLUM
#6#6.40"#14&62
166"1.1&502"12
1###0.2&"#2114
21625.555000
22"5.##&262&
226&".2&"2"5
22&2&."661&45
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FD
0.15
2&"6."2&02&14
4220.05#1#501
4#05.#2"4501#
5221.4"5"6.20,&
54"2.2"&&&&2
5461."640##
NODO 0 0 0
1" FD FD
0.1 FD 0.1
1.&&5"51&& 0.15 1.&&5"51#2&1"."2#61 2&"6."2&02&14 2&1"."2#6
"20.615&"001 4220.05#1#501 "20.615&"
"4&0.##"160& 4#05.#2"4501# "4&0.##"161
"5&.1&05#6"2 5221.4" "5&.1&05#6"
"621.&15#1#25 5"6.20,& "621.&15#1#"
"641.1&4#0#4 54"2.2"&&&&2 "641.1&4#0#4
5461."640##
MOM COLUM
1"1&0.60121"#
2"0.&1"#&14
2&40.01&&24&
"0461.&4#1025
"1"2.250020"4
"16.112"1164
"1#55."65122"6
FD
0.15
46"6.0
6421.00"04"
146.446"14""
45&.5005&&5"
5#5.25&04""6&
655.6#50556&&
6&2.4#6#&6
-
7/25/2019 Proyecto kani en estructuras de acero
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NODO 0 0 0
12 FD FD
0.1 FD 0.1
"0#0.2606#" 0.15 "0#0.2606#
42&0.66#1"66 46"6.0 42&0.66#1"66
464.2#542#2 6421.00"04" 464.2#542#
4#2."""256# 146.446"14"" 4#2."""25506".505"6225 45&.5005&&5" 506".505"622
510".#60"# 5#5.25&04""6& 510".#60"&
5121.66465251 655.6#50556&& 5121.6646525
6&2.4#6#&6
MOM COLUM
2"#6.1#0224
"0&6".24"66&61
""6".#122
"4&2.66&50#1"5""0.#2150#2"
"5552.6515#&2&
"5650.&606465
1#64."6#0"46 NODO 200.20#"60112
15 422.460"0&
12.2&42022
2"4#.625"45
641".1&246" NODO 6"&4."005546
14 105&.4&06#
"#.066140622#
&515.25"#"
10#6"."105" NODO 10#4".4"2650"
1" 1""4#."1"42
44.406"02566"
1112&.5#"&
1605".10&564 NODO 150#.0512602
12 202&5.&&211
21.5&0""0"01
-
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ANALISIS DE PESOS EN ENTREPISO
10= *+*(
*,(m+ 6 "##0 "## 4"
*,(m+ 6 "##0 "## 4"
*,(m+ 6 "##0 "## 4"*,(m+ 6 "##0 "## 4"
RIGIDEZ
INERCIA FIN INERCIA FIN LADOS
1.62604166 TRABE 1 1.62604166 6
1 TRABE 2 1 6
"."5 TRABE " "."5 6
".25520&"""" COLUMNA 1 ".25520&"""" ".5
2.1"5421&5 COLUMNA 2 2.1"5421&5 ".5
6.5 COLUMNA 2 2.1"5421&5 5
#.2#200520& COLUMNA " 6.5 ".5
COLUMNA 4 #.2#200520& ".5
TRABE NODO
1.0# 25
'()*+, -*, COLUMNA
0.15"&05 2.44
'()*+, -*,
-
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0."4612#4#4
'()*+, -*,
0.21##611104
COLUMNA
2.44
TRABE NODO0.6 24
'()*+, -*, COLUMNA
0.0600& 2.44
'()*+, -*,
0.21##611104
'()*+, -*,
0.21##611104
COLUMNA
2.44TRABE NODO
0.6 2"
'()*+, -*, COLUMNA
0.0600& 2.44
'()*+, -*,
0.21##611104
'()*+, -*,
0.1#003
COLUMNA
2.44
TRABE NODO
2.25 22
'()*+, -*, COLUMNA
0.15#65& 1.1
'()*+, -*,
0.1""4#55266
NODO ##00 0 ##00
20 FD FD
0.0# FD 0.0#
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7/25/2019 Proyecto kani en estructuras de acero
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1.0&2565 0."2 1.0&2565
125.1#6646 ".&4#12 125.1#664611
105.5&54&4 445.14"6"06265 105.5&54&4"4
110.6"00&" "5.415055416& 110.6"00&25#
110.0445#1 "#"."514045&" 110.0445#0#&
10#.&40246 "#1.26#656&"0# 10#.&402456
"#0.54"0#54##
FD
0.14
&2.0"&&5#5411
10.#2256&"
.0"&2416011
.50105#40#"&.2"002#&1
&.412##,
NODO 1"16 0 1"16
1# FD FD
0.0" FD 0.0"
1.5#556 0." 1.5#55616
2."0#554&4 15.#55615#5 2."0#554&"61
1.50&1#46" 2".0#554&"606 1.50&1#462&&
1.60"6#& 15.0&1#462&& 1.60"6#&"4
1.2&2& 16.0"6#&"42 1.2&2&2
1.&0"012 1.2&2&1 1.&0"01202
1&.0"01202"
FD
0.2"
40.52#&&""04
6#.465&"10514
4#.44520#024
46."&62#52#&
45.&6"2""664"
45.16415"0&2
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NODO 1"16 0 1"16
1& FD FD
0.02 FD 0.02".524""6& 0.2" ".524""6
6.0405005 40.52#&&""04 6.0405004#
4.2##5&""# 6#.465&"10514 4.2##5&""#"5
4.0"2#24"1 4#.44520#024 4.0"2#24"06#
".#&&102& 46."&62#52#& ".#&&10252
".#5"4046 45.&6"2""664" ".#5"404616
45.16415"0&2
FD
0.1
""5.55"""2462
""1.#0115
""6.2&21#"4#
""5.#"0626"#&
""6.125
""6.1"51"#4"25
NODO 1"16 0 1"16
1 FD FD
0.05 FD 0.05
#&.6#216&6 0.2" #&.6#216&602
#.61##"4 45".#&"#556&4 #.61##""&2
#&.#05"5& 44#.0426#55 #&.#05"5&46
#&.&0501&4 454.#6465022#5 #&.&0501&42"
#&.&60556 454.50"0&44# #&.&605560""
#&.&6"26" 454.5&55504 #&.&6"26"04
454.100##6#
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NODO 1011#.6&2 10#0&.665121
20 .50"4#0&542
0.41520&4646
40."6#526&
NODO 1"10.5#2 1"65#.
1# &1.#05512&
0.12516646#
10#.46##01&1&
NODO 1"14.#562 1"11.#60&06
1& 42.56#004
0.0""21#0"
1.#&66#41"2
NODO 1""64.15# 14##2.206651
1 #0#.542141##"&
0.0"#&44"12
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NODO 25
552.#462""
VISOS
##00
V:IPER
55#."0""&&"1
V TOTAL#"40.6#6621126#
NODO 24
1215.&0"5"#"
VISOS
1"16
V:IPER
24."41"#"16
V TOTAL
12#1#.652&6062&
NODO 2"
12065.152"6"46"
VISOS
1"16
V:IPER
24.46&0401#
V TOTAL
12.5"1#25#&1
NODO 22
#21#.##6640#51"
VISOS
1"16
V:IPER
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#62.0"50206&6"
V TOTAL
12204.#64##"14
COLUMNA 20 0."4&502#COLUMNA 25 0.22&224521
COLUMNA 1# 0.412#0"2" COLUMNA 24 0.1"0645161"
COLUMNA 1& 0.412#0"2" COLUMNA 2" 0.1"0645161"
COLUMNA 1 0.4515&&" COLUMNA 22 0.02616#0#"
NODO
20 FD FD
0.15 FD 0.14
52".6#55&66&05 0.21 4&&.&25456&
614.#2&1" "".1"&21"5" 5".&0"#"2626
6"2.&5"0#5 &60.05"# 5#0.052#556
620.46114264" &&6.05#4""41 5#.0#06646
606.#10"&1&"# &6&.6455##01 56.&6"6&2&&
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615.#12#5"66 &65.2#5524"" 54.&51#44"6
615.214520#46 &62.2#16551 54.20021#40&
&61."00"2#112
MOM COLUM
4024.646"61
122.5&"1.14265"&
&.#5"15#
#205.61#&24
#"1&.#"#
#"6#."6###
FD
0.14
16"0.5526#656
225#.0#0#4"64210.5545045&
2&".66114
2#4&.046&1"16
2#&1.###04#"5
2##.1&24166"
NODO 0 0 0
1# FD FD
0.11 FD 0.0#
12&1.14&54" 0.16 104&.21244#
15.000021424 1&6".4&< 1452.224#4&
212#.21"#6455 25&1.&1&221" 142.4##"24"
225.&66161#6" "0#.65666 1&4."5"5#50
2"16."224#6052 "2&4.1&416#01 1.12#51"2
2"42.###25"0645 ""6#.1#6"5 1#16.###"&&&
2"54.#2#0416"# "40.##"55 1#26.60124#&
"425."51"""2#
MOM COLUM
#6#6.40"#14#
15&45."41
1###0.2&"#21
21625.555001
22"5.##&26"
226&".2&"2
22&2&."661&5
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FD
0.15
2&6&.41&4&"25
42"#.0014606
4##6.661&44&
5"04.42&6654"&.&1#22#
54#&."55"#"06
5524.61#622#
NODO 0 0 0
1& FD FD
0.1 FD 0.1
1#12.2&&&"0& 0.15 1#12.2&&&"2&26.004640"# 2&6&.41&4&"25 2&26.0046404
"""1.10A&1 42"#.0014606 """1.10A&
"5"6.2&5&4511" 4##6.661&44& "5"6.2&5&4511
"625.&65#46 5"04.42&66 "625.&65#
"665.50262041& 54"&.&1#22# "665.5026204
"6&".1464152&5 54#&."55"#"06 "6&".146415"
5524.61#622#
MOM COLUM
1"1&0.60121
2"0.&1"#&
2&40.01&&25
"0461.&4#1
"1"2.25002
"16.112"12
"1#55."65122
FD
0.15
4&50.05251##6
6&00.025#664
611.01#6""
#6.0510&50#
&124.&01"211
&1#4."&4#0
&225.&00626&
-
7/25/2019 Proyecto kani en estructuras de acero
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NODO 0 0 0
1 FD FD
0.1 FD 0.1
"2""."6&"46640" 0.15 "2""."6&"4664
45""."506450#0" 4&50.05251##6 45""."506450#
504.01"0#15"5# 6&00.025#664 504.01"0#154
5"11."6"#00614 611.01#6"" 5"11."6"#0065416.5"4214066 #6.0510&50# 5416.5"42140
546".15#&045" &124.&01"211 546".15#&05
54&".&5""5121 &1#4."&4#0 54&".&5""512
&225.&00626&
MOM COLUM
2"#6.1#022
"0&6".24"66#
""6".#1
"4&2.66&50#"5""0.#2150#
"5552.6515#&
"5650.&6065
216#.5"524&266 NODO 200.5@"61
20 464#.5&6241
2".#54&1414"
251".046"66
65#1.&16210#2" NODO 6&2&."2#""
1# 10452.#01556
"5.6&01#1#02
&"5".4#0#266
10#65.544460"2 NODO 1100.5"41#25
1& 126&0.0611"5
4#."2&0##2
###.04"0"4
152.1&26&0145 NODO 160."1402&
1 1#1##."15#"#
1.&6#4&1#&
-
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*+*( ,-+-(-+
4"
4"
4""
RIGIDEZ ,-+-+
1.0&506#44 1.0#
0.6666666 0.6
2.25 2.25
".202"&1 ".2
2.440&4&21 2.44
1.0&5#"5 1.1
.142&51 .1
10.625"2 10.6"
-
7/25/2019 Proyecto kani en estructuras de acero
42/50
NODO ##00 ##00
25 FD
0.15 FD
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7/25/2019 Proyecto kani en estructuras de acero
43/50
14&4.&"62 0."5
11&".600## "464.6211
12"6.#5416 261."565
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NODO 1"16 1"16
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FD
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7/25/2019 Proyecto kani en estructuras de acero
44/50
NODO 1"16 1"16
2" FD
0.06 FD661."1"& 0.22
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7/25/2019 Proyecto kani en estructuras de acero
45/50
NODO 552.#4624
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7/25/2019 Proyecto kani en estructuras de acero
46/50
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7/25/2019 Proyecto kani en estructuras de acero
47/50
NODO
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7/25/2019 Proyecto kani en estructuras de acero
48/50
150&.&001 00.#5#06
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7/25/2019 Proyecto kani en estructuras de acero
49/50
FD
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7/25/2019 Proyecto kani en estructuras de acero
50/50
NODO 0 0
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