Proyecto Sismo
43
DIMENCIONES DE CARGA A 7 B 6 C 1 5 2 6 3 5 4 LOSA NPISO H B V1V4 HREAL = ### SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 V2V3 HREAL = ### SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 VAVD HREAL = 54 SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 VBVC HREAL = 54 SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 LOSA TECHO V1V4 HREAL = ### SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 V2V3 HREAL = ### SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 VAVD HREAL = ### SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 VBVC HREAL = ### SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 LN-1
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PROYECTO DE SISMO DE 3X 3 PORTICOS
Transcript of Proyecto Sismo
DIMENCIONES DE CARGAA 7 B 6 C
1
5
2
6
3
5
4
LOSA NPISO H BV1V4 HREAL = 63.00 SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 H 43.52V2V3 HREAL = 63.00 SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 H 59.04VAVD HREAL = 54 SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 H 42.20VBVC HREAL = 54 SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 H 64.11
LOSA TECHOV1V4 HREAL = 63.00 SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 H 39.11V2V3 HREAL = 63.00 SE ASUMIRA = 65 B 33 SE ASUMIRA = 35 H 52.27VAVD HREAL = 54.00 SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 H 37.59VBVC HREAL = 54.00 SE ASUMIRA = 55 B 28 SE ASUMIRA = 30 H 56.34
LN-1
7 D
HREALSE ASUMIRA = 45SE ASUMIRA = 60SE ASUMIRA = 45SE ASUMIRA = 65
SE ASUMIRA = 40SE ASUMIRA = 55SE ASUMIRA = 40SE ASUMIRA = 60
LOSA DE TECHOA 7 B 6 C 7 D
1
5
2
6
3
5
4
5 6 5
500/18,5 600/21 500/18,5
27.03 32.43 27.03
SOBRE PISO= 3
LOSA= 5
25
D= 27.03
BLOQUE PIÑATA =
LN-1
D= 30
CARGA DE LA LOSA TECHOPESO PROPIO 360 KG/M2TABIQUERIA 150 KG/M2FRISO 38 KG/M2SOBREPISO 100 KG/M2CERAMICACP 648 KG/M2CV 100 KG/M2WS 748 KG/M2
PREDICIONAMIENTO DE VIGAA 7 B 6 C 7 D
1 3.5 9.5 9.5 3.5
52.5
5.52
6
5.53
52.5
4
VIGAS DE CARGA = V1,V2,V3,V4
7 6 7
A B C D
V1=V4 ,V2=V3H =L x 0,09 H =L x 0,09 H =L x 0,09
LN-1
0.63 0.54 0.63
H SE ASUMIRA= 65
B= H/2 32.5
SE ASUMIRA= 35H= 65
35FORMULAS B
QPP= 568.75
VIGAS V1=V4
QVIGA LEP= 2438.75 KG/M
VIGA V1-V4 LNE7 6 7
A B C D
QXL2/12 QXL2/12 QXL2/12
9,958 7,316 9,958
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.154320988
FM= 1.25
QPP= bXhXrcQVIGA= WSXAT+QPP
MU=MAX*FM
MU= 12,482.40 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 34.11 (+5) 39.11 SE ASUMIRA 40
VIGAS V2=V3
QVIGA LEP= 4682.75 KG/M
7 6 7
A B C
QXL2/12 QXL2/12 QXL2/12
19,121 14,048 19,121
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.15
FM= 1.25
MU=MAX*FM
MU= 23,968.00 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 47.27 (+5) 52.27 SE ASUMIRA 55
VIGA VA-VD LNE
QVIGA LEP= 3030.5 KG/M
5 6 5
A 45 B 54 C 45
QXL2/12 QXL2/12 QXL2/12
6,314 9,092 6,314
B= 54 SE ASUMIRA H= 55B= 28
SE ASUMIRA B= 30QPP= 413
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.15
FM= 1.25
MU=MAX*FM
MU= 11,395.98 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 32.59 (+5) 37.59 SE ASUMIRA H= 40
VIGA VB-VC LNE
QVIGA LEP= 7518.5 KG/M
5 6 5
A 45 B 54 C 45
QXL2/12 QXL2/12 QXL2/12
15,664 22,556 15,664
B= 54 SE ASUMIRA H= 55B= 28
SE ASUMIRA B= 30QPP= 413
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.15
FM= 1.25
MU=MAX*FM
MU= 28,272.78 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 51.34 (+5) 56.34 SE ASUMIRA H= 60
LOSA NERVADA ENTRE PISO 1A 7 B 6 C 7 D
1
5
2
6
3
5
4
5 6 5
500/18,5 600/21 500/18,5
27.03 32.43 27.03
CERAMICA= 2SOBRE PISO= 3
LOSA= 5
25
D= 27.03
BLOQUE PIÑATA =
LN-1
25
D= 30
CARGA DE LA LOSA ENTRE PISOPESO PROPIO 360 KG/M2TABIQUERIA 150 KG/M2FRISO 38 KG/M2SOBREPISO 100 KG/M2CERAMICACP 648 KG/M2CV 300 KG/M2WS 948 KG/M2
PREDICIONAMIENTO DE VIGAA 7 B 6 C 7 D
1 3.5 9.5 9.5 3.5
52.5
5.52
6
5.53
52.5
4
VIGAS DE CARGA = V1,V2,V3,V4
7 6 7
A B C D
V1=V4 ,V2=V3H =L x 0,09 H =L x 0,09 H =L x 0,09
63 54 63
LN-1
H SE ASUMIRA= 65
B= H/2 32.5
SE ASUMIRA= 35H= 65
35FORMULAS B
QPP= 568.75
VIGAS V1=V4
QVIGA LEP= 2938.75 KG/M
VIGA V1-V4 LNE7 6 7
A B C D
QXL2/12 QXL2/12 QXL2/12
12,000 8,816 12,000
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.46
FM= 1.33
MU=MAX*FM
QPP= bXhXrcQVIGA= WSXAT+QPP
MU= 15,918.85 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 38.52 (+5) 43.52 SE ASUMIRA 45
VIGAS V2=V3
QVIGA LEP= 5782.75 KG/M
7 6 7
A B C
QXL2/12 QXL2/12 QXL2/12
23,613 17,348 23,613
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.46
FM= 1.33
MU=MAX*FM
MU= 31,324.45 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 54.04 (+5) 59.04 SE ASUMIRA 60
VIGA VA-VD LNE
QVIGA LEP= 3730.5 KG/M
5 6 5
A 45 B 54 C 45
QXL2/12 QXL2/12 QXL2/12
7,772 11,192 7,772
B= 54 SE ASUMIRA H= 55B= 28
SE ASUMIRA B= 30QPP= 413
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.46
FM= 1.33
MU=MAX*FM
MU= 14,846.45 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 37.20 (+5) 42.20 SE ASUMIRA H= 45
VIGA VB-VC LNE
QVIGA LEP= 9418.5 KG/M
5 6 5
A 45 B 54 C 45
QXL2/12 QXL2/12 QXL2/12
19,622 28,256 19,622
B= 54 SE ASUMIRA H= 55B= 28
SE ASUMIRA B= 30QPP= 413
FORMULAS FM=(1,2+1,6X(CV/CP))/1+(CP/CP)
FM= FACTOR MAYORACION
CV/CP= 0.46
FM= 1.33
MU=MAX*FM
MU= 37,483.25 KG/M
FORMULASBASUM*D REAL2=MU*100/(O*JUE*F*FY(1-0,59*F*FY/FC))
FY= 4200 KG/CMFC= 250 KG/CM
DREAL= 59.11 (+5) 64.11 SE ASUMIRA H= 65
PREDICIONAMIENTO DE VIGAA 7 B 6 C 7 D
3.5 6.5 6.5 3.51
5
2.5
5.52 5.0
6
5.53
52.5
4
COLUMNA AT TOTAL CONDICIONA1,A4,D1,D4 2.5 3.5 8.75 ESQUINAB1,C1,B4,C4 6.5 2.5 16.25 BORDEA2,A3,D2,D3 5.5 3.5 19.25 BORDEB2,B3,C2,C3 6.5 5.0 32.50 CENTRALES
COLUMNA A1,A4,D1,D4COLUMNA AT (m2) WS QV kg/m2 FM QU ∑QU Ø FC AC (cm2) RAIZ BXT
NT 8.75 748 200 1.25 10397.58 10397.58 0.2 250 207.95 14.42 30 X 30N5 8.75 948 200 1.33 13325.52 23723.10 0.2 250 474.46 21.78 30 X 30N4 8.75 948 200 1.33 13325.52 37048.62 0.2 250 740.97 27.22 30 X 30N3 8.75 948 200 1.33 13325.52 50374.14 0.2 250 1007.48 31.74 35 X 35N2 8.75 948 200 1.33 13325.52 63699.66 0.2 250 1273.99 35.69 40 X 40N1 8.75 948 200 1.33 13325.52 77025.18 0.2 250 1540.50 39.25 40 X 40
COLUMNA B1,C1,B4,C4COLUMNA AT (m2) WS QV kg/m2 FM QU ∑QU Ø FC AC (cm2) RAIZ BXT
NT 16.25 748 200 1.25 19309.80 19309.80 0.2 250 386.20 19.65 30 X 30N5 16.25 948 200 1.33 24747.39 44057.19 0.2 250 881.14 29.68 30 X 30N4 16.25 948 200 1.33 24747.39 68804.58 0.2 250 1376.09 37.10 40 X 40N3 16.25 948 200 1.33 24747.39 93551.97 0.2 250 1871.04 43.26 45 X 45N2 16.25 948 200 1.33 24747.39 118299.37 0.2 250 2365.99 48.64 50 X 50N1 16.25 948 200 1.33 24747.39 143046.76 0.2 250 2860.94 53.49 55 X 55
COLUMNA A2,A3,D2,D3COLUMNA AT (m2) WS QV kg/m2 FM QU ∑QU Ø FC AC (cm2) RAIZ BXT
NT 19.25 748 200 1.25 22874.68 22874.68 0.2 250 457.49 21.39 30 X 30N5 19.25 948 200 1.33 29316.14 52190.82 0.2 250 1043.82 32.31 35 X 35N4 19.25 948 200 1.33 29316.14 81506.97 0.2 250 1630.14 40.37 45 X 45N3 19.25 948 200 1.33 29316.14 110823.11 0.2 250 2216.46 47.08 50 X 50N2 19.25 948 200 1.33 29316.14 140139.25 0.2 250 2802.78 52.94 55 X 55N1 19.25 948 200 1.33 29316.14 169455.39 0.2 250 3389.11 58.22 60 X 60
COLUMNA B2,B3,C2,C3COLUMNA AT (m2) WS QV kg/m2 FM QU ∑QU Ø FC AC (cm2) RAIZ BXT
NT 32.50 748 200 1.25 38619.59 38619.59 0.2 250 772.39 27.79 30 X 30N5 32.50 948 200 1.33 49494.78 88114.38 0.2 250 1762.29 41.98 45 X 45N4 32.50 948 200 1.33 49494.78 137609.16 0.2 250 2752.18 52.46 55 X 55N3 32.50 948 200 1.33 49494.78 187103.95 0.2 250 3742.08 61.17 65 X 65N2 32.50 948 200 1.33 49494.78 236598.73 0.2 250 4731.97 68.79 70 X 70N1 32.50 948 200 1.33 49494.78 286093.52 0.2 250 5721.87 75.64 80 X 80
PREDICIONAMIENTO VIGAS LNEP-1A B C D
7 6 71 V 35 X 45 V 35 X 45 V 35 X 45
5
V V V V30 30 30 30X X X X
45 65 65 452 V 35 X 60 V 35 X 60 V 35 X 60
6
V V V V30 30 30 30X X X X
45 65 65 453 V 35 X 60 V 35 X 60 V 35 X 60
5
V V V V30 30 30 30X X X X
45 65 65 454 V 35 X 45 V 35 X 45 V 35 X 45
PREDICIONAMIENTO VIGAS LNTA B C D
7 6 71 V 35 X 40 V 35 X 40 V 35 X 40
5
V V V V30 30 30 30X X X X
40 60 60 402 V 35 X 55 V 35 X 55 V 35 X 55
6
V V V V30 30 30 30X X X X
40 60 60 403 V 35 X 55 V 35 X 55 V 35 X 55
5
V V V V30 30 30 30X X X X
40 60 60 404 V 35 X 40 VQXL2/12X 40 V 35 X 40
PORTICO A=D
1 2 3 4NT V 30 40 V 30 40 V 30 40
30 30 30 30
X X X X
30 30 30 30
C C C C
N5 V 30 X 45 V 30 X 45 V 30 X 45
30 35 35 30
X X X X
30 35 35 30
C C C C
N4 V 30 X 45 V 30 X 45 V 30 X 45
30 45 45 30
X X X X
30 45 45 30
C C C C
N3 V 30 X 45 V 30 X 45 V 30 X 45
35 50 50 35
X X X X
35 50 50 35
C C C C
N2 V 30 X 45 V 30 X 45 V 30 X 45
40 55 55 40
X X X X
40 55 55 40
C C C C
N1 V 30 X 45 V 30 X 45 V 30 X 45
40 60 60 40
X X X X
40 60 60 40
C C C C
BASE
PORTICO B=C1 2 3 4
NT V 30 X 60 V 30 X 60 V 30 X 60
30 30 30 30
X X X X
30 30 30 30
C C C C
N5 V 30 X 65 V 30 X 65 V 30 X 65
30 45 45 30
X X X X
30 45 45 30
C C C C
N4 V 30 X 65 V 30 X 65 V 30 X 65
40 55 55 40
X X X X
40 55 55 40
C C C C
N3 V 30 X 65 V 30 X 65 V 30 X 65
45 65 65 45
X X X X
45 65 65 45
C C C C
N2 V 30 X 65 V 30 X 65 V 30 X 65
50 70 70 50
X X X X
50 70 70 50
C C C C
N1 V 30 X 65 V 30 X 65 V 30 X 65
55 80 80 55
X X X X
55 80 80 55
C C C C
BASE
PORTICO 2=3
NT V X 0 V X V X
X X X X
C C C C
N5 V X 30 V X V X
X X X X
C C C CN4 V X 30 V X V X
X X X X
C C C C
N3 V X 40 V X V X
X X X X
C C C C
N2 V X 45 V X V X
X X X X
C C C C
N1 V X 50 V X V X
X X X X
C C C C
BASE
PORTICO A=D
NT V X 0 V X V X
X X X X
C C C C
N5 V X X V X V X
X X X X
C C C C
N4 V X X V X V X
X X X X
C C C C
N3 V X X V X V X
X X X X
C C C C
N2 V X X V X V X
X X X X
C C C C
N1 V X X V X V X
X X X X
C C C C
BASE
n DESCCRIPCION UND CANT L A H AREA VOL WS P OBSERVACION
LNE 1.00 16.00 20.00 320.00 748.00 239,360.00
PES
O N
IVEL
TEC
HO
V1 V4 2.00 20.00 0.35 0.40 5.6 2,500.00 14,000.00
V2 V3 2.00 20.00 0.35 0.55 7.7 2,500.00 19,250.00
VA VD 2.00 16.00 0.30 0.40 3.84 2,500.00 9,600.00
VB VC 2.00 16.00 0.30 0.60 5.76 2,500.00 14,400.00
COL A1 A4 D1 D4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL A2 A3 D2 D3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B1 C1 B4 C4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B2 B3 C2 C3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
W TON 307.41
FM 1.25 WU TON 385.33
n DESCCRIPCION UND CANT L A H AREA VOL WS P OBSERVACION
LE1 1.00 16.00 20.00 - 320.00 948.00 303,360.00
PES
O N
IVEL
5
V1 V4 2.00 20.00 0.35 0.40 5.6 2,500.00 14,000.00
V2 V3 2.00 20.00 0.35 0.55 7.7 2,500.00 19,250.00
VA VB VC VD 2.00 16.00 0.30 0.40 3.84 2,500.00 9,600.00
COL A1 A4 D1 D4 2.00 16.00 0.30 0.60 5.76 2,500.00 14,400.00
COL A2 A3 D2 D3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B1 C1 B4 C4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B2 B3 C2 C3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
W TON 368.71
FM 1.33 WU TON 489.12
n DESCCRIPCION UND CANT L A H AREA VOL WS P OBSERVACION
LE1 1.00 16.00 20.00 - 320.00 948.00 303,360.00
PES
O N
IVEL
4
V1 V4 2.00 20.00 0.35 0.40 5.6 2,500.00 14,000.00
V2 V3 2.00 20.00 0.35 0.55 7.7 2,500.00 19,250.00
VA VB VC VD 2.00 16.00 0.30 0.40 3.84 2,500.00 9,600.00
COL A1 A4 D1 D4 2.00 16.00 0.30 0.60 5.76 2,500.00 14,400.00
COL A2 A3 D2 D3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B1 C1 B4 C4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B2 B3 C2 C3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
W TON 368.71
FM 1.33 WU TON 489.12
n DESCCRIPCION UND CANT L A H AREA VOL WS P OBSERVACION
LE1 1.00 16.00 20.00 - 320.00 948.00 303,360.00
PES
O N
IVEL
3
V1 V4 2.00 20.00 0.35 0.40 5.6 2,500.00 14,000.00
V2 V3 2.00 20.00 0.35 0.55 7.7 2,500.00 19,250.00
VA VB VC VD 2.00 16.00 0.30 0.40 3.84 2,500.00 9,600.00
COL A1 A4 D1 D4 2.00 16.00 0.30 0.60 5.76 2,500.00 14,400.00
COL A2 A3 D2 D3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B1 C1 B4 C4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B2 B3 C2 C3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
W TON 368.71
FM 1.33 WU TON 489.12
n DESCCRIPCION UND CANT L A H AREA VOL WS P OBSERVACION
LE1 1.00 16.00 20.00 - 320.00 948.00 303,360.00
PES
O N
IVEL
2
V1 V4 2.00 20.00 0.35 0.40 5.6 2,500.00 14,000.00
V2 V3 2.00 20.00 0.35 0.55 7.7 2,500.00 19,250.00
VA VB VC VD 2.00 16.00 0.30 0.40 3.84 2,500.00 9,600.00
COL A1 A4 D1 D4 2.00 16.00 0.30 0.60 5.76 2,500.00 14,400.00
COL A2 A3 D2 D3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B1 C1 B4 C4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B2 B3 C2 C3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
W TON 368.71
FM 1.33 WU TON 489.12
n DESCCRIPCION UND CANT L A H AREA VOL WS P OBSERVACION
LE1 1.00 16.00 20.00 - 320.00 948.00 303,360.00
PES
O N
IVEL
1
V1 V4 2.00 20.00 0.35 0.40 5.6 2,500.00 14,000.00
V2 V3 2.00 20.00 0.35 0.55 7.7 2,500.00 19,250.00
VA VB VC VD 2.00 16.00 0.30 0.40 3.84 2,500.00 9,600.00
COL A1 A4 D1 D4 2.00 16.00 0.30 0.60 5.76 2,500.00 14,400.00
COL A2 A3 D2 D3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B1 C1 B4 C4 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
COL B2 B3 C2 C3 4.00 3.00 0.30 0.30 1.08 2,500.00 2,700.00
W TON 368.71
FM 1.33 WU TON 489.12
NIVEL W WU
NT 307.41 385.33
N5 368.71 489.12
N4 368.71 489.12
N3 368.71 489.12
N2 368.71 489.12
N1 368.71 489.12
W TOTAL 2,150.96 2,830.95 PESO TOTAL DE LA ESTRUCTURA TONELADAS
PESO TOTAL DE LA ESTRUCTURA = 2830.95 TON
CORTE BASAL
VO=U*AD*W
W= 2830.95 TON
NIVELES 6
U= 0.875
SE CONPARA U1 CONB U2 Y SE AGARRA EL DE MAYOR VALOR
α θ β Αο r1.3 0.75 2.8 0.3 6
ad= 0.1365 0.136
FUERZA SISMICA EN LA BASEvo= 336.88326 TON
TON
NT #REF!N5 #REF!N4 #REF!N3 #REF!N2 #REF!N1 #REF!PB
VO =ACCION TOTAL
∑FI+FT
ad=αθβΑο/r
FTOPE= (0,06 T/T*-0,02)*Vo
5.59 TON 10% DE Vo
SE TOMA 11,90
NIVEL VO FTOPE WI HI WI*HI ∑LOSA PISO 980 26 24 624CORREAS IPN 260 41.9 26CORREAS IPN 260 41.9 13CORREAS IPN 260 41.9 6VIGAS A-E IPN 300 54.2 24VIGAS B-C-D IPN 360 76.2 24VIGAS 1-2-3-4 IPN 280 48 26HEA 300 88.3 2.8 HEA 360 112 2.8HEA 400 125 2.8
336.883264
