Diseño Zapata Excentrica Vga Enlace - Casa
13
PLANTA DE CIMENTACION ENUMERADA
Transcript of Diseño Zapata Excentrica Vga Enlace - Casa
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PLANTA DE CIMENTACION ENUMERADA
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f´c 210 kg-f/cm2 f´c 210 kg-f/cm2
fy 4200 kg-f/cm2 fy 4200 kg- f/cm2
Pu externa 29.22 Ton Pu interna 34.35 Ton
Mu externa 3.52 Ton-m Mu interna 4.49 Ton-m
Pserv. externa 23.08 Ton Pserv. interna 29.17 Ton
Mserv. externa 0.54 Ton-m Mserv. interna 0.33 Ton-m
Lx colum. externa 0.3 m Lx colum. interna 0.30 m 3.54
Ly column. externa 0.3 m Ly column. interna 0.30 m
Espesor 30 cm Espesor 30 cmd 23 cm d 23 cm
Qadmisible 28.56 Ton/m2
admisible 28.56 Ton/m2 0.3 0.3
Sep. entre column. 3.54 m 0.98 0.3 0.3 1.10
ultimo 42.84 Ton/m2
a. Dimensionamiento de las zapatas (con las cargas de servicio)0.9
Area Z. externa 0.81 m2 Area Z. interna 1.02 m2 1.10
Lx zapata ext. 0.9 m Lx zapata int. 1.01 m
Ly zapata ext. 0.90 m Ly zapata int. 1.01 m
0.53688 0.33
Sumatoria Ri = 0 Sumatoria Re = 0 3.54
Re 25.15 Ton Ri 27.10 Ton 23.08 29.17
Area Z. ext. 0.88 m2 Area Z. int. 0.95 m2
Lx zapata ext. 0.9 m Lx zapata int. 0.97 m
Ly zapata ext. 0.98 m Ly zapata int. 0.97 m 0.3 0.3
Lx Z. ext . asumido 0 .90 m Lx Z. int . asumido 1.10 m 30
Ly Z. ext . asumido 0.98 m Ly Z. int . asumido 1.10 m
3.24
b. Trazado de diagramas y diseño de la cimentacion (con cargas ultimas) 25.15 27.10
Re 32.23 Ton Ri 31.35 Ton
We 35.81 Ton/m Wi 28.50 Ton/m
3.5217 4.49
X (m) Vu (Ton) X (m) Mu (Ton-m) 29.22 3.54 34.35
0.00 0.00 0.00 0.00
0.15 5.37 0.15 0.40
0.15 -23.85 0.15 3.92 0.3 0.3
0.90 3.01 0.82 -4.02
3.14 3 .01 0.90 -3.89 30
3.69 18.68 3.14 2.84 28.50
3.69 -15.67 3.69 8.80 35.81
4.24 0.00 3.69 4.31 3.24
4.24 0.00 32.23 31.35
3.5217 4.49
3.54
29.22 34.35
0.55
0.15
30
35.81 28.50
0.9 2.24 1.1
DISEÑO DE ZAPATAS CON VIGA DE ENALCE EJE NODOS 1, 2, 12, 11, 13, 10, 14, 9, 15,8
0.00
5.37
-23.85
3.013.01
18.68
-15.67
0.00
-30
-25
-20
-15
-10
-5
0
5
10
15
20
25
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5
C o r t a n t e V u ( T o n )
X (m)
Diagrama de Cortante
0.40
3.92
-4.02
-3.89
2.84
8.80
4.31
0.00
-6
-4
-2
0
2
4
6
8
10
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 M o m e n t o s M u ( T o n - m )
X (m)
Diagrama de Momentos
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c. Diseño Zapata Exterior d. Diseño Zapata Interior
c.1. Punzonamiento OK d.1. Punzonamiento OKbo 1.89 m bo 2.12 m
Vu 28.31 Ton Vu 39.80 Ton
ФVc 58.90 Ton ФVc 66.07 T on
c.2. Cortante OK d.2 Cortante OKVux 8.01 Ton
Vu 4.21 Ton Vuy 8.01 Ton
ФVc 13.51 Ton Vu 8.01 TonФVc 16.52 T on
c.3 Flexion d.3 Flexionb 90 cm b 110 cm
d 23 cm d 23 cm
Mu 2.22 Ton-m Mux 3.77 Ton-m
Mn 246.58 KN-cm Muy 3.77 Ton-m
K=Mn/(bd2) 0.005179 KN/cm2 Mu 3.77 Ton-m
m 23.53 Mn 418.88 KN-cm
ρ 0.00125 K=Mn/(bd2) 0.007198 KN/cm2
ρmín 0.0033 m 23.53
ρmáx 0.0159 ρ 0.00175
Asmín 6.900 cm2 ρmín 0.0033
Asmáx 32.99 cm2 ρmáx 0.0159
As=ρ*b*d 6.90 cm 2 Asmín 8.433 cm2
Asmáx 40.32 cm2
As=ρ*b*d 8.43 cm2
# barra 5 # barra 5
Cantidad 4 Cantidad 5
Separación 24 cm Separación 23 cm
b 98 cm ρ temperatura 0.0018d 23 cm As temperatura 4.55 cm2
ρmín 0.0033 # barra 4
Asmín 7.502 cm 2 Cantidad 4
Separación 31 cm
# barra 5
Cantidad 4
Separación 27 cm
ρ temperatura 0.0018 √f'c/(4*fy) 0.0027
As temperatura 4.05 cm2 1.4/fy 0.0033
# barra 4 ρmín 0.0033
Cantidad 4
Separación 27 cm b1 0.85
ρb 0.0213
ρmáx 0.0159
As temperatura 3.73 cm2
# barra 4
Cantidad 3
Separación 37 cm
e. Diseño de la Viga
H viga 30 cm
ФVc 3.01 T on
20.0 cm
30 cm
b viga asumido 30.0 cm
Colocar temperatura 4 barras # 4c/ 31cm en
un ancho de 110cm
Colocar temperatura 3 barras # 4c/ 37cm
en un ancho d e 90cm
Colocar 4 barras # 5c/ 24cm en un ancho
de 90cm
Colocar 5 barras # 5c/ 23cm en un anch o de
110cm
Colocar 4 barras # 5c/ 27cm en un ancho
de 98cm
b viga
Colocar temperatura 4 barras # 4c/ 27cm
en un ancho d e 98cm
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e.1 Armadura sobre la zapata externa e.2 Armadura sobre la zapata interna
b 30.0 cm b 30 cm
d 23 cm d 23 cm
Mu 3.89 Ton-m Mu 2.84 Ton-m
Mn 432.46 KN-cm Mn 315.62 KN-cm
K=Mn/(bd2) 0.027250 KN/cm2 K=Mn/(bd
2) 0.019888 KN/cm2
m 23.53 m 23.53
ρ 0.00708 ρ 0.00503
ρmín 0.0033 ρmín 0.0033
ρmáx 0.0159 ρmáx 0.0159
Asmín 2.300 cm2 Asmín 2.300 cm2
Asmáx 11.00 cm2 Asmáx 11.00 cm2
As=ρ*b*d 4.88 cm 2 As=ρ*b*d 3.47 cm 2
# barra 5 # barra 5
Cantidad 3 Cantidad 2
Separación 7 cm Separación 14 cm
# barra 4 # barra 3
Cantidad 2 Cantidad 28
Separación 14 cm Separacion (d/2) 12 cm
4 barras # 5c/ 27cm en98cm 5 barras # 5c/ 23cm en 110cm
30
90 110
4 barras # 5c/ 24cm en90cm 5 barras # 5c/ 23cm en 110cm
3 barras # 5c/ 7cm en 30cm
30
90 110
28 estribos # 3c/ 12cm en 3.14cm 2 barras # 4c/ 14cm en30cm
Colocar arr iba 3 barras # 5c/ 7cm en un
ancho de 30cm
Colocar arr iba 2 barras # 5c/ 14cm en un
ancho de 30cm
Colocar abajo 2 barras # 4c/ 14cm en un
ancho de 30cm
Colocar 28 estr ibos # 3c/ 12cm en un ancho
de 3.14cm
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Story Joint Label Load Case/Combo FZ MX MY Story Joint Label Load Case/Combo FZ MX MY
kN kN-m kN-m kN kN-m kN-m
Base 1 1.0D+1.0L 84.2253 3.1124 0.5741 Base 2 1.0D+1.0L 187.0786 2.2733 1.5776
Base 12 1.0D+1.0L 81.7323 1.5285 1.5893 Base 8 1.0D+1.0L 221.8744 -3.264 -0.8712
Base 13 1.0D+1.0L 230.8119 -5.3068 2.7797 Base 9 1.0D+1.0L 291.7098 0.2186 0.2881
Base 14 1.0D+1.0L 207.1834 0.4024 3.4127 Base 10 1.0D+1.0L 236.6501 0.8059 0.8666
Base 15 1.0D+1.0L 141.7653 -5.3688 1.8616 Base 11 1.0D+1.0L 216.158 2.092 2 .4462
Base 23 1.0D+1.0L 15.9127 2.9225 -0.2405 Base 24 1.0D+1.0L 82.6231 3.1522 -0.804
MAX 230.8119 3.1124 3.4127 MAX 291.7098 3.1522 2.4462
MIN 15.9127 -5.3688 -0.2405 MIN 82.6231 -3.264 -0.8712
MAX ABS 230.8119 5.3688 3.4127 MAX ABS 291.7098 3.264 2.4462
Story Joint Label Load Case/Combo FZ MX MY Story Joint Label Load Case/Combo FZ MX MY
kN kN-m kN-m kN kN-m kN-m
Base 1 1.2D+1.6L 99.1916 3.4851 0.6454 Base 2 1.2D+1.6L 214.3879 2.5135 1.7255
Base 1 1.4D 111.3398 3.4831 0.6514 Base 2 1.4D 226.5378 2.4319 1.6221
Base 1 1.2D+1.0L+1.0Sx+0.3Sy Max 66.3315 8.7455 -21.9247 Base 2 1.2D+1.0L+1.0Sx+0.3Sy Max 237.7648 9.7468 -23.3645
Base 1 1.2D+1.0L+1.0Sx+0.3Sy Min 63.3421 5.8214 -26.1131 Base 2 1.2D+1.0L+1.0Sx+0.3Sy Min 234.1759 8.9982 -27.9947
Base 1 1.2D+1.0L-1.0Sx-0.3Sy Max 132.223 0.7742 27.3386 Base 2 1.2D+1.0L-1.0Sx-0.3Sy Max 179.4404 -4.2929 31.1944
Base 1 1.2D+1.0L-1.0Sx-0.3Sy Min 129.2335 -2.15 23.1502 Base 2 1.2D+1.0L-1.0Sx-0.3Sy Min 175.8515 -5.0416 26.5642
Base 1 1.2D+1.0L+1.0Sx-0.3Sy Max 49.9513 -7.6021 -22.1356 Base 2 1.2D+1.0L+1.0Sx-0.3Sy Max 218.0945 -6.534 -23.4214
Base 1 1.2D+1.0L+1.0Sx-0.3Sy Min 46.9619 -10.5262 -26.324 Base 2 1.2D+1.0L+1.0Sx-0.3Sy Min 214.5056 -7.2826 -28.0516
Base 1 1.2D+1.0L-1.0Sx+0.3Sy Max 148.6032 17.1218 27.5494 Base 2 1.2D+1.0L-1.0Sx+0.3Sy Max 199.1108 11.9879 31.2513
Base 1 1.2D+1.0L-1.0Sx+0.3Sy Min 145.6137 14.1976 23.361 Base 2 1.2D+1.0L-1.0Sx+0.3Sy Min 195.5218 11.2392 26.6211
Base 1 1.2D+1.0L+1.0Sy+0.3Sx Max 113.7043 30.2528 -5.095 Base 2 1.2D+1.0L+1.0Sy+0.3Sx Max 246.5639 29.4009 -4.9922
Base 1 1.2D+1.0L+1.0Sy+0.3Sx Min 111.7799 28.3219 -7.8189 Base 2 1.2D+1.0L+1.0Sy+0.3Sx Min 244.2163 28.9013 -8.003
Base 1 1.2D+1.0L-1.0Sy-0.3Sx Max 83.7851 -21.7264 9.0444 Base 2 1.2D+1.0L-1.0Sy-0.3Sx Max 169.4 -24.1961 11.2027
Base 1 1.2D+1.0L-1.0Sy-0.3Sx Min 81.8607 -23.6573 6.3205 Base 2 1.2D+1.0L-1.0Sy-0.3Sx Min 167.0524 -24.6957 8.1919
Base 1 1.2D+1.0L+1.0Sy-0.3Sx Max 138.3858 32.7656 9.7472 Base 2 1.2D+1.0L+1.0Sy-0.3Sx Max 234.9677 30.0732 11.3925
Base 1 1.2D+1.0L+1.0Sy-0.3Sx Min 136.4614 30.8347 7.0233 Base 2 1.2D+1.0L+1.0Sy-0.3Sx Min 232.6201 29.5736 8.3818
Base 1 1.2D+1.0L-1.0Sy+0.3Sx Max 59.1037 -24.2392 -5.7979 Base 2 1.2D+1.0L-1.0Sy+0.3Sx Max 180.9962 -24.8684 -5.1821
Base 1 1.2D+1.0L-1.0Sy+0.3Sx Min 57.1792 -26.1701 -8.5217 Base 2 1.2D+1.0L-1.0Sy+0.3Sx Min 178.6487 -25.368 -8.1928
Base 1 1.2D+1.0L+1.0Ex+0.3Ey Max 137.4877 17.8188 21.3529 Base 2 1.2D+1.0L+1.0Ex+0.3Ey Max 231.178 11.3895 24.5225
Base 1 1.2D+1.0L+1.0Ex+0.3Ey Min 58.0773 -11.2233 -20.1274 Base 2 1.2D+1.0L+1.0Ex+0.3Ey Min 182.4383 -6.6843 -21.3228
Base 1 1.2D+1.0L-1.0Ex-0.3Ey Max 137.4877 17.8188 21.3529 Base 2 1.2D+1.0L-1.0Ex-0.3Ey Max 231.178 11.3895 24.5225
Base 1 1.2D+1.0L-1.0Ex-0.3Ey Min 58.0773 -11.2233 - 20.1274 Base 2 1.2D+1.0L-1.0Ex-0.3Ey Min 182.4383 -6.6843 -21.3228
Base 1 1.2D+1.0L+1.0Ex-0.3Ey Max 137.4877 17.8188 21.3529 Base 2 1.2D+1.0L+1.0Ex-0.3Ey Max 231.178 11.3895 24.5225
Base 1 1.2D+1.0L+1.0Ex-0.3Ey Min 58.0773 -11.2233 -20.1274 Base 2 1.2D+1.0L+1.0Ex-0.3Ey Min 182.4383 -6.6843 -21.3228
Base 1 1.2D+1.0L-1.0Ex+0.3Ey Max 137.4877 17.8188 21.3529 Base 2 1.2D+1.0L-1.0Ex+0.3Ey Max 231.178 11.3895 24.5225
Base 1 1.2D+1.0L-1.0Ex+0.3Ey Min 58.0773 -11.2233 -20.1274 Base 2 1.2D+1.0L-1.0Ex+0.3Ey Min 182.4383 -6.6843 -21.3228
Base 1 1.2D+1.0L+1.0Ey+0.3Ex Max 129.7276 29.9043 9.4217 Base 2 1.2D+1.0L+1.0Ey+0.3Ex Max 241.4719 27.104 11.4437
Base 1 1.2D+1.0L+1.0Ey+0.3Ex Min 65.8374 -23.3088 -8.1963 Base 2 1.2D+1.0L+1.0Ey+0.3Ex Min 172.1445 -22.3988 -8.244
Base 1 1.2D+1.0L-1.0Ey-0.3Ex Max 129.7276 29.9043 9.4217 Base 2 1.2D+1.0L-1.0Ey-0.3Ex Max 241.4719 27.104 11.4437
Base 1 1.2D+1.0L-1.0Ey-0.3Ex Min 65.8374 -23.3088 -8.1963 Base 2 1.2D+1.0L-1.0Ey-0.3Ex Min 172.1445 - 22.3988 -8.244
Base 1 1.2D+1.0L+1.0Ey-0.3Ex Max 129.7276 29.9043 9.4217 Base 2 1.2D+1.0L+1.0Ey-0.3Ex Max 241.4719 27.104 11.4437
Base 1 1.2D+1.0L+1.0Ey-0.3Ex Min 65.8374 -23.3088 -8.1963 Base 2 1.2D+1.0L+1.0Ey-0.3Ex Min 172.1445 -22.3988 -8.244
Base 1 1.2D+1.0L-1.0Ey+0.3Ex Max 129.7276 29.9043 9.4217 Base 2 1.2D+1.0L-1.0Ey+0.3Ex Max 241.4719 27.104 11.4437
Base 1 1.2D+1.0L-1.0Ey+0.3Ex Min 65.8374 -23.3088 -8.1963 Base 2 1.2D+1.0L-1.0Ey+0.3Ex Min 172.1445 -22.3988 -8.244
Base 12 1.2D+1.6L 95.5377 1.6723 1.755 Base 8 1.2D+1.6L 255.2519 -3.622 -0.9656Base 12 1.4D 105.5314 1.5733 1.6922 Base 8 1.4D 272.1334 -3.5376 -0.9401
Base 12 1.2D+1.0L+1.0Sx+0.3Sy Max 41.6162 6.4417 -25.4293 Base 8 1.2D+1.0L+1.0Sx+0.3Sy Max 222.6697 6.0491 -32.7794
Base 12 1.2D+1.0L+1.0Sx+0.3Sy Min 35.2176 3.7361 -27.4914 Base 8 1.2D+1.0L+1.0Sx+0.3Sy Min 218.965 5.8667 -40.848
Base 12 1.2D+1.0L-1.0Sx-0.3Sy Max 152.0461 -0.6342 30.773 Base 8 1.2D+1.0L-1.0Sx-0.3Sy Max 275.0428 -12.6683 39.0367
Base 12 1.2D+1.0L-1.0Sx-0.3Sy Min 145.6475 -3.3398 28.7109 Base 8 1.2D+1.0L-1.0Sx-0.3Sy Min 271.3381 -12.8507 30.9681
Base 12 1.2D+1.0L+1.0Sx-0.3Sy Max 66.2172 -7.9727 -24.7359 Base 8 1.2D+1.0L+1.0Sx-0.3Sy Max 241.1028 -11.087 -33.6821
Base 12 1.2D+1.0L+1.0Sx-0.3Sy Min 59.8185 -10.6783 -26.798 Base 8 1.2D+1.0L+1.0Sx-0.3Sy Min 237.3981 - 11.2694 -41.7507
Base 12 1.2D+1.0L-1.0Sx+0.3Sy Max 127.4452 13.7801 30.0796 Base 8 1.2D+1.0L-1.0Sx+0.3Sy Max 256.6097 4.4679 39.9394
Base 12 1.2D+1.0L-1.0Sx+0.3Sy Min 121.0465 11.0746 28.0175 Base 8 1.2D+1.0L-1.0Sx+0.3Sy Min 252.905 4.2854 31.8708
Base 12 1.2D+1.0L+1.0Sy+0.3Sx Max 41.8437 25.3672 -7.1783 Base 8 1.2D+1.0L+1.0Sy+0.3Sx Max 212.3869 25.4505 -7.6929
Base 12 1.2D+1.0L+1.0Sy+0.3Sx Min 37.6682 23.581 -8.5042 Base 8 1.2D+1.0L+1.0Sy+0.3Sx Min 209.9952 25.3427 -12.9252
Base 12 1.2D+1.0L-1.0Sy-0.3Sx Max 149.5955 - 20.4791 11.7858 Base 8 1.2D+1.0L-1.0Sy-0.3Sx Max 284.0126 - 32.1443 11.1138
Base 12 1.2D+1.0L-1.0Sy-0.3Sx Min 145.42 -22.2653 10.4599 Base 8 1.2D+1.0L-1.0Sy-0.3Sx Min 281.6209 - 32.2521 5.8816
Base 12 1.2D+1.0L+1.0Sy-0.3Sx Max 67.5924 27.5687 9.4744 Base 8 1.2D+1.0L+1.0Sy-0.3Sx Max 222.5689 24.9762 14.1227
Base 12 1.2D+1.0L+1.0Sy-0.3Sx Min 63.4169 25.7825 8.1485 Base 8 1.2D+1.0L+1.0Sy-0.3Sx Min 220.1772 24.8683 8.8905
Base 12 1.2D+1.0L-1.0Sy+0.3Sx Max 123.8468 -22.6807 -4.8669 Base 8 1.2D+1.0L-1.0Sy+0.3Sx Max 273.8306 -31.6699 -10.7018
Base 12 1.2D+1.0L-1.0Sy+0.3Sx Min 119.6713 -24.4669 -6.1928 Base 8 1.2D+1.0L-1.0Sy+0.3Sx Min 271.4389 -31.7778 -15.9341
Base 12 1.2D+1.0L+1.0Ex+0.3Ey Max 139.1281 14.556 25.8274 Base 8 1.2D+1.0L+1.0Ex+0.3Ey Max 275.659 6.0872 43.1263
Base 12 1.2D+1.0L+1.0Ex+0.3Ey Min 48.1356 -11.4542 -22.5458 Base 8 1.2D+1.0L+1.0Ex+0.3Ey Min 218.3488 -12.8888 -44.9376
Base 12 1.2D+1.0L-1.0Ex-0.3Ey Max 139.1281 14.556 25.8274 Base 8 1.2D+1.0L-1.0Ex-0.3Ey Max 275.659 6.0872 43.1263
Base 12 1.2D+1.0L-1.0Ex-0.3Ey Min 48.1356 -11.4542 -22.5458 Base 8 1.2D+1.0L-1.0Ex-0.3Ey Min 218.3488 - 12.8888 -44.9376
Base 12 1.2D+1.0L+1.0Ex-0.3Ey Max 139.1281 14.556 25.8274 Base 8 1.2D+1.0L+1.0Ex-0.3Ey Max 275.659 6.0872 43.1263
Base 12 1.2D+1.0L+1.0Ex-0.3Ey Min 48.1356 -11.4542 -22.5458 Base 8 1.2D+1.0L+1.0Ex-0.3Ey Min 218.3488 -12.8888 -44.9376
Base 12 1.2D+1.0L-1.0Ex+0.3Ey Max 139.1281 14.556 25.8274 Base 8 1.2D+1.0L-1.0Ex+0.3Ey Max 275.659 6.0872 43.1263
Base 12 1.2D+1.0L-1.0Ex+0.3Ey Min 48.1356 -11.4542 -22.5458 Base 8 1.2D+1.0L-1.0Ex+0.3Ey Min 218.3488 -12.8888 -44.9376
Base 12 1.2D+1.0L+1.0Ey+0.3Ex Max 142.4376 25.0974 11.6257 Base 8 1.2D+1.0L+1.0Ey+0.3Ex Max 279.869 22.802 15.839
Base 12 1.2D+1.0L+1.0Ey+0.3Ex Min 44.8261 -21.9956 -8.3441 Base 8 1.2D+1.0L+1.0Ey+0.3Ex Min 214.1388 - 29.6036 -17.6503
Base 12 1.2D+1.0L-1.0Ey-0.3Ex Max 142.4376 25.0974 11.6257 Base 8 1.2D+1.0L-1.0Ey-0.3Ex Max 279.869 22.802 15.839
Base 12 1.2D+1.0L-1.0Ey-0.3Ex Min 44.8261 -21.9956 -8.3441 Base 8 1.2D+1.0L-1.0Ey-0.3Ex Min 214.1388 - 29.6036 -17.6503
Base 12 1.2D+1.0L+1.0Ey-0.3Ex Max 142.4376 25.0974 11.6257 Base 8 1.2D+1.0L+1.0Ey-0.3Ex Max 279.869 22.802 15.839
Base 12 1.2D+1.0L+1.0Ey-0.3Ex Min 44.8261 -21.9956 -8.3441 Base 8 1.2D+1.0L+1.0Ey-0.3Ex Min 214.1388 - 29.6036 -17.6503
Base 12 1.2D+1.0L-1.0Ey+0.3Ex Max 142.4376 25.0974 11.6257 Base 8 1.2D+1.0L-1.0Ey+0.3Ex Max 279.869 22.802 15.839
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REACCIONES EN LA BASE (EJE IZQUIERDO)
CARGAS DE ULTIMAS
REACCIONES EN LA BASE (EJE CENTRAL)
REACCIONES EN LA BASE (EJE IZQUIERDO)
CARGAS DE SERVICIO CARGAS DE SERVICIO
REACCIONES EN LA BASE (EJE CENTRAL)
CARGAS DE ULTIMAS
7/25/2019 Diseño Zapata Excentrica Vga Enlace - Casa
http://slidepdf.com/reader/full/diseno-zapata-excentrica-vga-enlace-casa 6/13
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Base 23 1.2D+1.0L-1.0Sx+0.3Sy Min 32.8789 13.0396 14.649 Base 24 1.2D+1.0L-1.0Sx+0.3Sy Min 109.0861 10.6216 13.9796
Base 23 1.2D+1.0L+1.0Sy+0.3Sx Max 28.6381 28.6443 -3.3735 Base 24 1.2D+1.0L+1.0Sy+0.3Sx Max 99.7581 25.0731 -3.8127
Base 23 1.2D+1.0L+1.0Sy+0.3Sx Min 27.8207 26.7753 -6.5207 Base 24 1.2D+1.0L+1.0Sy+0.3Sx Min 98.3399 24.9355 -6.964
Base 23 1.2D+1.0L-1.0Sy-0.3Sx Max 10.2696 -20.3667 6.045 Base 24 1.2D+1.0L-1.0Sy-0.3Sx Max 93.1142 -18.0469 5.1638
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Base 23 1.2D+1.0L-1.0Sy-0.3Sx Min 9.4521 -22.2358 2.8978 Base 24 1.2D+1.0L-1.0Sy-0.3Sx Min 91.696 -18.1845 2.0125
Base 23 1.2D+1.0L+1.0Sy-0.3Sx Max 35.085 30.7908 6.9253 Base 24 1.2D+1.0L+1.0Sy-0.3Sx Max 107.1634 25.5179 6.4474
Base 23 1.2D+1.0L+1.0Sy-0.3Sx Min 34.2675 28.9217 3.7781 Base 24 1.2D+1.0L+1.0Sy-0.3Sx Min 105.7452 25.3804 3.2961
Base 23 1.2D+1.0L-1.0Sy+0.3Sx Max 3.8227 -22.5132 -4.2538 Base 24 1.2D+1.0L-1.0Sy+0.3Sx Max 85.7089 -18.4917 -5.0963
Base 23 1.2D+1.0L-1.0Sy+0.3Sx Min 3.0053 -24.3823 -7.401 Base 24 1.2D+1.0L-1.0Sy+0.3Sx Min 84.2907 -18.6293 -8.2476
Base 23 1.2D+1.0L+1.0Ex+0.3Ey Max 30.6732 16.7741 14.7336 Base 24 1.2D+1.0L+1.0Ex+0.3Ey Max 107.6414 10.4801 13.9389
Base 23 1.2D+1.0L+1.0Ex+0.3Ey Min 7.4171 -10.3655 -15.2093 Base 24 1.2D+1.0L+1.0Ex+0.3Ey Min 83.8127 -3.5915 -15.7391
Base 23 1.2D+1.0L-1.0Ex-0.3Ey Max 30.6732 16.7741 14.7336 Base 24 1.2D+1.0L-1.0Ex-0.3Ey Max 107.6414 10.4801 13.9389
Base 23 1.2D+1.0L-1.0Ex-0.3Ey Min 7.4171 -10.3655 - 15.2093 Base 24 1.2D+1.0L-1.0Ex-0.3Ey Min 83.8127 -3.5915 -15.7391
Base 23 1.2D+1.0L+1.0Ex-0.3Ey Max 30.6732 16.7741 14.7336 Base 24 1.2D+1.0L+1.0Ex-0.3Ey Max 107.6414 10.4801 13.9389
Base 23 1.2D+1.0L+1.0Ex-0.3Ey Min 7.4171 -10.3655 -15.2093 Base 24 1.2D+1.0L+1.0Ex-0.3Ey Min 83.8127 -3.5915 -15.7391
Base 23 1.2D+1.0L-1.0Ex+0.3Ey Max 30.6732 16.7741 14.7336 Base 24 1.2D+1.0L-1.0Ex+0.3Ey Max 107.6414 10.4801 13.9389
Base 23 1.2D+1.0L-1.0Ex+0.3Ey Min 7.4171 -10.3655 -15.2093 Base 24 1.2D+1.0L-1.0Ex+0.3Ey Min 83.8127 -3.5915 -15.7391
Base 23 1.2D+1.0L+1.0Ey+0.3Ex Max 32.0777 28.1625 6.9213 Base 24 1.2D+1.0L+1.0Ey+0.3Ex Max 104.4106 23.204 6.1355
Base 23 1.2D+1.0L+1.0Ey+0.3Ex Min 6.0126 -21.754 -7.397 Base 24 1.2D+1.0L+1.0Ey+0.3Ex Min 87.0435 -16.3153 -7.9358
Base 23 1.2D+1.0L-1.0Ey-0.3Ex Max 32.0777 28.1625 6.9213 Base 24 1.2D+1.0L-1.0Ey-0.3Ex Max 104.4106 23.204 6.1355
Base 23 1.2D+1.0L-1.0Ey-0.3Ex Min 6.0126 -21.754 -7.397 Base 24 1.2D+1.0L-1.0Ey-0.3Ex Min 87.0435 -16.3153 -7.9358
Base 23 1.2D+1.0L+1.0Ey-0.3Ex Max 32.0777 28.1625 6.9213 Base 24 1.2D+1.0L+1.0Ey-0.3Ex Max 104.4106 23.204 6.1355
Base 23 1.2D+1.0L+1.0Ey-0.3Ex Min 6.0126 -21.754 -7.397 Base 24 1.2D+1.0L+1.0Ey-0.3Ex Min 87.0435 -16.3153 -7.9358
Base 23 1.2D+1.0L-1.0Ey+0.3Ex Max 32.0777 28.1625 6.9213 Base 24 1.2D+1.0L-1.0Ey+0.3Ex Max 104.4106 23.204 6.1355
Base 23 1.2D+1.0L-1.0Ey+0.3Ex Min 6.0126 -21.754 -7.397 Base 24 1.2D+1.0L-1.0Ey+0.3Ex Min 87.0435 -16.3153 -7.9358
MAX 292.2151 32.7656 35.217 MAX 343.5465 31.905 43.1263
MIN 3.0053 -31.7037 -31.1012 MIN 80.187 -32.2521 -44.9376
MAX ABS 292.2151 32.7656 35.217 MAX ABS 343.5465 32.2521 44.9376
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f´c 210 kg-f/cm2 f´c 210 kg-f/cm2
fy 4200 kg-f/cm2 fy 4200 kg- f/cm2
Pu externa 27.79 Ton Pu interna 34.35 Ton
Mu externa 4.71 Ton-m Mu interna 4.49 Ton-m
Pserv. externa 22.45 Ton Pserv. interna 29.17 Ton
Mserv. externa 0.42 Ton-m Mserv. interna 0.33 Ton-m
Lx colum. externa 0.3 m Lx colum. interna 0.30 m 3.91
Ly column. externa 0.3 m Ly column. interna 0.30 m
Espesor 30 cm Espesor 30 cmd 23 cm d 23 cm
Qadmisible 28.56 Ton/m2
admisible 28.56 Ton/m2 0.3 0.3
Sep. entre column. 3.91 m 0.94 0.3 0.3 1.10
ultimo 42.84 Ton/m2
a. Dimensionamiento de las zapatas (con las cargas de servicio)0.9
Area Z. externa 0.79 m2 Area Z. interna 1.02 m2 1.10
Lx zapata ext. 0.9 m Lx zapata int. 1.01 m
Ly zapata ext. 0.87 m Ly zapata int. 1.01 m
0.41846 0.33
Sumatoria Ri = 0 Sumatoria Re = 0 3.91
Re 24.28 Ton Ri 27.33 Ton 22.45 29.17
Area Z. ext. 0.85 m2 Area Z. int. 0.96 m2
Lx zapata ext. 0.9 m Lx zapata int. 0.98 m
Ly zapata ext. 0.94 m Ly zapata int. 0.98 m 0.3 0.3
Lx Z. ext . asumido 0 .90 m Lx Z. int . asumido 1.10 m 30
Ly Z. ext . asumido 0.94 m Ly Z. int . asumido 1.10 m
3.61
b. Trazado de diagramas y diseño de la cimentacion (con cargas ultimas) 24.28 27.33
Re 30.04 Ton Ri 32.11 Ton
We 33.38 Ton/m Wi 29.19 Ton/m
4.71286 4.49
X (m) Vu (Ton) X (m) Mu (Ton-m) 27.79 3.91 34.35
0.00 0.00 0.00 0.00
0.15 5.01 0.15 0.38
0.15 -22.78 0.15 5.09 0.3 0.3
0.90 2.25 0.83 -2.69
3.51 2 .25 0.90 -2.61 30
4.06 18.30 3.51 3.26 29.19
4.06 -16.05 4.06 8.91 33.38
4.61 0.00 4.06 4.41 3.61
4.61 0.00 30.04 32.11
4.71286 4.49
3.91
27.79 34.35
0.55
0.15
30
33.38 29.19
0.9 2.61 1.1
DISEÑO DE ZAPATAS CON VIGA DE ENALCE EJE NODOS 2, 11, 10, 9, 8, 3, 4, 5, 6, 7
0.00
5.01
-22.78
2.252.25
18.30
-16.05
0.00
-25
-20
-15
-10
-5
0
5
10
15
20
25
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0
C o r t a n t e V u ( T o n )
X (m)
Diagrama de Cortante
0.38
5.09
-2.69
-2.61
3.26
8.91
4.41
0.00
-4
-2
0
2
4
6
8
10
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 M o m e n t o s M u ( T o n - m )
X (m)
Diagrama de Momentos
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c. Diseño Zapata Exterior d. Diseño Zapata Interior
c.1. Punzonamiento OK d.1. Punzonamiento OKbo 1.89 m bo 2.12 m
Vu 27.00 Ton Vu 39.80 Ton
ФVc 58.90 Ton ФVc 66.07 T on
c.2. Cortante OK d.2 Cortante OKVux 8.01 Ton
Vu 3.56 Ton Vuy 8.01 Ton
ФVc 13.51 Ton Vu 8.01 TonФVc 16.52 T on
c.3 Flexion d.3 Flexionb 90 cm b 110 cm
d 23 cm d 23 cm
Mu 2.00 Ton-m Mux 3.77 Ton-m
Mn 222.63 KN-cm Muy 3.77 Ton-m
K=Mn/(bd2) 0.004676 KN/cm2 Mu 3.77 Ton-m
m 23.53 Mn 418.88 KN-cm
ρ 0.00113 K=Mn/(bd2) 0.007198 KN/cm2
ρmín 0.0033 m 23.53
ρmáx 0.0159 ρ 0.00175
Asmín 6.900 cm2 ρmín 0.0033
Asmáx 32.99 cm2 ρmáx 0.0159
As=ρ*b*d 6.90 cm 2 Asmín 8.433 cm2
Asmáx 40.32 cm2
As=ρ*b*d 8.43 cm2
# barra 5 # barra 5
Cantidad 4 Cantidad 5
Separación 24 cm Separación 23 cm
b 94 cm ρ temperatura 0.0018d 23 cm As temperatura 4.55 cm2
ρmín 0.0033 # barra 4
Asmín 7.243 cm 2 Cantidad 4
Separación 31 cm
# barra 5
Cantidad 4
Separación 26 cm
ρ temperatura 0.0018 √f'c/(4*fy) 0.0027
As temperatura 3.91 cm2 1.4/fy 0.0033
# barra 4 ρmín 0.0033
Cantidad 4
Separación 26 cm b1 0.85
ρb 0.0213
ρmáx 0.0159
As temperatura 3.73 cm2
# barra 4
Cantidad 3
Separación 37 cm
e. Diseño de la Viga
H viga 30 cm
ФVc 2.25 T on
15.0 cm
30 cm
b viga asumido 30.0 cm
Colocar 4 barras # 5c/ 24cm en un ancho
de 90cm
Colocar 5 barras # 5c/ 23cm en un anch o de
110cm
Colocar temperatura 4 barras # 4c/ 31cm en
un ancho de 110cm
Colocar 4 barras # 5c/ 26cm en un ancho
de 94cm
Colocar temperatura 4 barras # 4c/ 26cm
en un ancho d e 94cm
Colocar temperatura 3 barras # 4c/ 37cm
en un ancho d e 90cm
b viga
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e.1 Armadura sobre la zapata externa e.2 Armadura sobre la zapata interna
b 30.0 cm b 30 cm
d 23 cm d 23 cm
Mu 2.61 Ton-m Mu 3.26 Ton-m
Mn 290.28 KN-cm Mn 361.88 KN-cm
K=Mn/(bd2) 0.018291 KN/cm2 K=Mn/(bd
2) 0.022803 KN/cm2
m 23.53 m 23.53
ρ 0.00460 ρ 0.00583
ρmín 0.0033 ρmín 0.0033
ρmáx 0.0159 ρmáx 0.0159
Asmín 2.300 cm2 Asmín 2.300 cm2
Asmáx 11.00 cm2 Asmáx 11.00 cm2
As=ρ*b*d 3.18 cm 2 As=ρ*b*d 4.02 cm 2
# barra 5 # barra 5
Cantidad 2 Cantidad 3
Separación 14 cm Separación 7 cm
# barra 4 # barra 3
Cantidad 2 Cantidad 31
Separación 14 cm Separacion (d/2) 12 cm
4 barras # 5c/ 26cm en94cm 5 barras # 5c/ 23cm en 110cm
30
90 110
4 barras # 5c/ 24cm en90cm 5 barras # 5c/ 23cm en 110cm
3 barras # 5c/ 7cm en 30cm
30
90 110
31 estribos # 3c/ 12cm en 3.51cm 2 barras # 4c/ 14cm en30cm
Colocar arr iba 2 barras # 5c/ 14cm en un
ancho de 30cm
Colocar arr iba 3 barras # 5c/ 7cm en un ancho
de 30cm
Colocar abajo 2 barras # 4c/ 14cm en un
ancho de 30cm
Colocar 31 estr ibos # 3c/ 12cm en un ancho
de 3.51cm
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Story Joint Label Load Case/Combo FZ MX MY Story Joint Label Load Case/Combo FZ MX MY
kN kN-m kN-m kN kN-m kN-m
Base 3 1.0D+1.0L 224.4509 -1.3786 -3.3934 Base 2 1.0D+1.0L 187.0786 2.2733 1.5776
Base 4 1.0D+1.0L 206.5814 0.6211 -1.0723 Base 8 1.0D+1.0L 221.8744 -3.264 -0.8712
Base 5 1.0D+1.0L 195.2246 0.0917 -1.3194 Base 9 1.0D+1.0L 291.7098 0.2186 0.2881
Base 6 1.0D+1.0L 191.0905 1.148 -3.208 Base 10 1.0D+1.0L 236.6501 0.8059 0.8666
Base 7 1.0D+1.0L 146.5297 -3.2118 -4.1846 Base 11 1.0D+1.0L 216.158 2.092 2 .4462
Base 25 1.0D+1.0L 83.5935 2.422 -2.4672 Base 24 1.0D+1.0L 82.6231 3.1522 -0.804
MAX 224.4509 2.422 -1.0723 MAX 291.7098 3.1522 2.4462
MIN 83.5935 -3.2118 -4.1846 MIN 82.6231 -3.264 -0.8712
MAX ABS 224.4509 3.2118 4.1846 MAX ABS 291.7098 3.264 2.4462
Story Joint Label Load Case/Combo FZ MX MY Story Joint Label Load Case/Combo FZ MX MY
kN kN-m kN-m kN kN-m kN-m
Base 3 1.2D+1.6L 258.9644 -1.6352 -3.8094 Base 2 1.2D+1.6L 214.3879 2.5135 1.7255
Base 3 1.4D 277.9129 -1.8632 -3.8316 Base 2 1.4D 226.5378 2.4319 1.6221
Base 3 1.2D+1.0L+1.0Sx+0.3Sy Max 274.7594 12.3162 -25.2622 Base 2 1.2D+1.0L+1.0Sx+0.3Sy Max 237.7648 9.7468 -23.3645
Base 3 1.2D+1.0L+1.0Sx+0.3Sy Min 272.6086 9.4136 -29.2969 Base 2 1.2D+1.0L+1.0Sx+0.3Sy Min 234.1759 8.9982 -27.9947
Base 3 1.2D+1.0L-1.0Sx-0.3Sy Max 229.7552 -12.6553 22.0719 Base 2 1.2D+1.0L-1.0Sx-0.3Sy Max 179.4404 -4.2929 31.1944
Base 3 1.2D+1.0L-1.0Sx-0.3Sy Min 227.6044 -15.5579 18.0372 Base 2 1.2D+1.0L-1.0Sx-0.3Sy Min 175.8515 -5.0416 26.5642
Base 3 1.2D+1.0L+1.0Sx-0.3Sy Max 270.8788 -6.4967 -25.5062 Base 2 1.2D+1.0L+1.0Sx-0.3Sy Max 218.0945 -6.534 -23.4214
Base 3 1.2D+1.0L+1.0Sx-0.3Sy Min 268.728 -9.3993 -29.5409 Base 2 1.2D+1.0L+1.0Sx-0.3Sy Min 214.5056 -7.2826 -28.0516
Base 3 1.2D+1.0L-1.0Sx+0.3Sy Max 233.6357 6.1576 22.3159 Base 2 1.2D+1.0L-1.0Sx+0.3Sy Max 199.1108 11.9879 31.2513
Base 3 1.2D+1.0L-1.0Sx+0.3Sy Min 231.4849 3.255 18.2812 Base 2 1.2D+1.0L-1.0Sx+0.3Sy Min 195.5218 11.2392 26.6211
Base 3 1.2D+1.0L+1.0Sy+0.3Sx Max 264.5176 31.6039 -9.0312 Base 2 1.2D+1.0L+1.0Sy+0.3Sx Max 246.5639 29.4009 -4.9922
Base 3 1.2D+1.0L+1.0Sy+0.3Sx Min 263.1184 29.7115 -11.6538 Base 2 1.2D+1.0L+1.0Sy+0.3Sx Min 244.2163 28.9013 -8.003
Base 3 1.2D+1.0L-1.0Sy-0.3Sx Max 239.2453 -32.9532 4.4288 Base 2 1.2D+1.0L-1.0Sy-0.3Sx Max 169.4 -24.1961 11.2027
Base 3 1.2D+1.0L-1.0Sy-0.3Sx Min 237.8461 - 34.8457 1.8062 Base 2 1.2D+1.0L-1.0Sy-0.3Sx Min 167.0524 - 24.6957 8.1919
Base 3 1.2D+1.0L+1.0Sy-0.3Sx Max 252.1805 29.7564 5.2423 Base 2 1.2D+1.0L+1.0Sy-0.3Sx Max 234.9677 30.0732 11.3925
Base 3 1.2D+1.0L+1.0Sy-0.3Sx Min 250.7813 27.8639 2.6196 Base 2 1.2D+1.0L+1.0Sy-0.3Sx Min 232.6201 29.5736 8.3818
Base 3 1.2D+1.0L-1.0Sy+0.3Sx Max 251.5824 - 31.1056 -9.8446 Base 2 1.2D+1.0L-1.0Sy+0.3Sx Max 180.9962 - 24.8684 -5.1821
Base 3 1.2D+1.0L-1.0Sy+0.3Sx Min 250.1832 -32.9981 -12.4673 Base 2 1.2D+1.0L-1.0Sy+0.3Sx Min 178.6487 -25.368 -8.1928
Base 3 1.2D+1.0L+1.0Ex+0.3Ey Max 269.6102 15.482 16.3366 Base 2 1.2D+1.0L+1.0Ex+0.3Ey Max 231.178 11.3895 24.5225
Base 3 1.2D+1.0L+1.0Ex+0.3Ey Min 232.7536 - 18.7237 -23.5616 Base 2 1.2D+1.0L+1.0Ex+0.3Ey Min 182.4383 -6.6843 -21.3228
Base 3 1.2D+1.0L-1.0Ex-0.3Ey Max 269.6102 15.482 16.3366 Base 2 1.2D+1.0L-1.0Ex-0.3Ey Max 231.178 11.3895 24.5225
Base 3 1.2D+1.0L-1.0Ex-0.3Ey Min 232.7536 - 18.7237 -23.5616 Base 2 1.2D+1.0L-1.0Ex-0.3Ey Min 182.4383 -6.6843 -21.3228
Base 3 1.2D+1.0L+1.0Ex-0.3Ey Max 269.6102 15.482 16.3366 Base 2 1.2D+1.0L+1.0Ex-0.3Ey Max 231.178 11.3895 24.5225
Base 3 1.2D+1.0L+1.0Ex-0.3Ey Min 232.7536 - 18.7237 -23.5616 Base 2 1.2D+1.0L+1.0Ex-0.3Ey Min 182.4383 -6.6843 -21.3228
Base 3 1.2D+1.0L-1.0Ex+0.3Ey Max 269.6102 15.482 16.3366 Base 2 1.2D+1.0L-1.0Ex+0.3Ey Max 231.178 11.3895 24.5225
Base 3 1.2D+1.0L-1.0Ex+0.3Ey Min 232.7536 - 18.7237 -23.5616 Base 2 1.2D+1.0L-1.0Ex+0.3Ey Min 182.4383 -6.6843 -21.3228
Base 3 1.2D+1.0L+1.0Ey+0.3Ex Max 263.0861 28.699 4.8568 Base 2 1.2D+1.0L+1.0Ey+0.3Ex Max 241.4719 27.104 11.4437
Base 3 1.2D+1.0L+1.0Ey+0.3Ex Min 239.2776 - 31.9408 -12.0818 Base 2 1.2D+1.0L+1.0Ey+0.3Ex Min 172.1445 - 22.3988 -8.244
Base 3 1.2D+1.0L-1.0Ey-0.3Ex Max 263.0861 28.699 4.8568 Base 2 1.2D+1.0L-1.0Ey-0.3Ex Max 241.4719 27.104 11.4437
Base 3 1.2D+1.0L-1.0Ey-0.3Ex Min 239.2776 -31.9408 -12.0818 Base 2 1.2D+1.0L-1.0Ey-0.3Ex Min 172.1445 -22.3988 -8.244
Base 3 1.2D+1.0L+1.0Ey-0.3Ex Max 263.0861 28.699 4.8568 Base 2 1.2D+1.0L+1.0Ey-0.3Ex Max 241.4719 27.104 11.4437
Base 3 1.2D+1.0L+1.0Ey-0.3Ex Min 239.2776 - 31.9408 -12.0818 Base 2 1.2D+1.0L+1.0Ey-0.3Ex Min 172.1445 - 22.3988 -8.244
Base 3 1.2D+1.0L-1.0Ey+0.3Ex Max 263.0861 28.699 4.8568 Base 2 1.2D+1.0L-1.0Ey+0.3Ex Max 241.4719 27.104 11.4437
Base 3 1.2D+1.0L-1.0Ey+0.3Ex Min 239.2776 - 31.9408 -12.0818 Base 2 1.2D+1.0L-1.0Ey+0.3Ex Min 172.1445 - 22.3988 -8.244
Base 4 1.2D+1.6L 236.8253 0.7136 -1.1274 Base 8 1.2D+1.6L 255.2519 -3.622 -0.9656Base 4 1.4D 250.4605 0.7584 -0.9435 Base 8 1.4D 272.1334 -3.5376 -0.9401
Base 4 1.2D+1.0L+1.0Sx+0.3Sy Max 253.2842 14.5827 -27.2992 Base 8 1.2D+1.0L+1.0Sx+0.3Sy Max 222.6697 6.0491 -32.7794
Base 4 1.2D+1.0L+1.0Sx+0.3Sy Min 251.1924 11.6591 -29.3238 Base 8 1.2D+1.0L+1.0Sx+0.3Sy Min 218.965 5.8667 -40.848
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REACCIONES EN LA BASE (EJE DERECHO) REACCIONES EN LA BASE (EJE CENTRAL)
CARGAS DE SERVICIO CARGAS DE SERVICIO
REACCIONES EN LA BASE (EJE DERECHO) REACCIONES EN LA BASE (EJE CENTRAL)
CARGAS DE ULTIMAS CARGAS DE ULTIMAS
7/25/2019 Diseño Zapata Excentrica Vga Enlace - Casa
http://slidepdf.com/reader/full/diseno-zapata-excentrica-vga-enlace-casa 12/13
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7/25/2019 Diseño Zapata Excentrica Vga Enlace - Casa
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