Download - Calculo Muros
![Page 1: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/1.jpg)
GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.55 ø suelo º 44b3 (m) 1.2 ka 0.18b4 (m) 2.5 kp 5.55Nivel 1 (m) -1.44 μ 0.5Nivel 2 (m) -6.99 σ suelo (T/m2) 8.8Nivel 3 (m) -8.14 ac 0.4h1 (m) 0.55 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 6.15 1.23
2 0.35 6.15 1.08ZAPATA 3 1.2 0.55 0.66
4 2.5 0.55 1.38RELLENO 5 0.35 6.15 1.08
6 0.65 6.15 4.00
Yc (m) 2.73Hm (m) 6.7hp2 (m) 1.15
Empuje (T) 6.87
![Page 2: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/2.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 15.35
CONDICIONES SIN SISMO
Me (T.m) 52.29Mv (T.m) 15.35
FSV 3.41 OK
Fricción (T) 9.5221875FSD 2.293 OK
ESFUERZOS EN EL SUELOR (T) 19.04 CASO 1x (m) 1.939 e<L/6L(m) 3.7e (m) -0.09 e<L/6 CASO 2
qs1 (T/m2) 4.40 ok e=L/6qs2 (T/m2) 5.89 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 52.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)4.40 5.89 -0.40 5.41 25.17
11.63 0 3.14 3.77 47.86
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 3: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/3.jpg)
TALON
![Page 4: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/4.jpg)
GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.95 2.60 7.68 3.63 10.702.58 2.82 7.28 2.60 6.721.58 3.10 4.91 0.28 0.443.30 1.25 4.13 0.28 0.911.83 2.93 5.37 4.65 8.516.80 3.38 22.94 3.63 24.63
19.04 52.29 51.90
![Page 5: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/5.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.65Es_muro (T) 4.57Mvs_suelo (T.m) 3.68Mvs_muro (T.m) 12.46Es (T) 6.22Mvs (T.m) 16.14
FSV 1.66 OKFSD 1.204 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 19.04 CASO 1x (m) 1.092 e<L/6L(m) 3.7e (m) 0.76 e>L/6 CASO 2
qs1 (T/m2) 11.63 falla e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)13.90 13.06 12.26 4.672 ok26.44 25.59 19.25 7.333 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 6: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/6.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 9: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/9.jpg)
![Page 10: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/10.jpg)
GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.55 ø suelo º 44b3 (m) 2 ka 0.18b4 (m) 2.3 kp 5.55Nivel 1 (m) -1.44 μ 0.5Nivel 2 (m) -6.99 σ suelo (T/m2) 8.8Nivel 3 (m) -8.14 ac 0.4h1 (m) 0.55 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 6.15 1.23
2 0.35 6.15 1.08ZAPATA 3 2 0.55 1.10
4 2.3 0.55 1.27RELLENO 5 0.35 6.15 1.08
6 1.45 6.15 8.92
Yc (m) 2.92Hm (m) 6.7hp2 (m) 1.15
Empuje (T) 6.87
![Page 11: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/11.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 15.35
CONDICIONES SIN SISMO
Me (T.m) 85.24Mv (T.m) 15.35
FSV 5.55 OK
Fricción (T) 14.1001875FSD 2.958 OK
ESFUERZOS EN EL SUELOR (T) 28.20 CASO 1x (m) 2.478 e<L/6L(m) 4.3e (m) -0.33 e<L/6 CASO 2
qs1 (T/m2) 3.55 ok e=L/6qs2 (T/m2) 9.56 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 52.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)3.55 9.56 -1.40 6.77 20.80
11.42 0 2.66 5.31 42.20
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 12: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/12.jpg)
TALON
![Page 13: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/13.jpg)
GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.95 2.40 7.08 3.63 10.702.58 2.62 6.76 2.60 6.722.64 3.30 8.71 0.28 0.733.04 1.15 3.49 0.28 0.831.83 2.73 5.00 4.65 8.51
15.16 3.58 54.20 3.63 54.9528.20 85.24 82.44
![Page 14: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/14.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.65Es_muro (T) 6.77Mvs_suelo (T.m) 3.68Mvs_muro (T.m) 19.79Es (T) 8.42Mvs (T.m) 23.47
FSV 2.20 OKFSD 1.330 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 28.20 CASO 1x (m) 1.646 e<L/6L(m) 4.3e (m) 0.50 e>L/6 CASO 2
qs1 (T/m2) 11.42 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)11.49 10.74 11.87 4.522 ok23.31 22.39 19.24 7.331 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 15: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/15.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 18: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/18.jpg)
![Page 19: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/19.jpg)
GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.45 ø suelo º 44b3 (m) 1.3 ka 0.18b4 (m) 2.3 kp 5.55Nivel 1 (m) -0.72 μ 0.5Nivel 2 (m) -5.99 σ suelo (T/m2) 8.8Nivel 3 (m) -7.14 ac 0.4h1 (m) 0.45 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 5.97 1.19
2 0.25 5.97 0.75ZAPATA 3 1.3 0.45 0.59
4 2.3 0.45 1.04RELLENO 5 0.25 5.97 0.75
6 0.85 5.97 5.07
Yc (m) 2.73Hm (m) 6.42hp2 (m) 1.15
Empuje (T) 6.31
![Page 20: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/20.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 13.51
CONDICIONES SIN SISMO
Me (T.m) 49.28Mv (T.m) 13.51
FSV 3.65 OK
Fricción (T) 9.2199375FSD 2.449 OK
ESFUERZOS EN EL SUELOR (T) 18.44 CASO 1x (m) 1.940 e<L/6L(m) 3.6e (m) -0.14 e<L/6 CASO 2
qs1 (T/m2) 3.93 ok e=L/6qs2 (T/m2) 6.31 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 42.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)3.93 6.31 -0.66 5.45 19.95
11.09 0 3.08 4.00 39.24
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 21: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/21.jpg)
TALON
![Page 22: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/22.jpg)
GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.87 2.40 6.88 3.44 9.841.79 2.58 4.63 2.44 4.371.40 2.95 4.14 0.23 0.322.48 1.15 2.86 0.23 0.561.27 2.67 3.38 4.43 5.628.63 3.18 27.39 3.44 29.63
18.44 49.28 50.34
![Page 23: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/23.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.51Es_muro (T) 4.43Mvs_suelo (T.m) 3.24Mvs_muro (T.m) 12.08Es (T) 5.94Mvs (T.m) 15.32
FSV 1.71 OKFSD 1.262 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 18.44 CASO 1x (m) 1.109 e<L/6L(m) 3.6e (m) 0.69 e>L/6 CASO 2
qs1 (T/m2) 11.09 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)13.62 12.88 10.79 5.078 ok26.78 26.35 17.36 8.168 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 24: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/24.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 27: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/27.jpg)
![Page 28: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/28.jpg)
GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.35 ø suelo º 44b3 (m) 1.2 ka 0.18b4 (m) 1.8 kp 5.55Nivel 1 (m) -0.72 μ 0.5Nivel 2 (m) -4.99 σ suelo (T/m2) 8.8Nivel 3 (m) -6.14 ac 0.4h1 (m) 0.35 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 5.07 1.01
2 0.15 5.07 0.38ZAPATA 3 1.2 0.35 0.42
4 1.8 0.35 0.63RELLENO 5 0.15 5.07 0.38
6 0.85 5.07 4.31
Yc (m) 2.38Hm (m) 5.42hp2 (m) 1.15
Empuje (T) 4.50
![Page 29: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/29.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 8.13
CONDICIONES SIN SISMO
Me (T.m) 30.50Mv (T.m) 8.13
FSV 3.75 OK
Fricción (T) 6.9193875FSD 2.925 OK
ESFUERZOS EN EL SUELOR (T) 13.84 CASO 1x (m) 1.616 e<L/6L(m) 3e (m) -0.12 e<L/6 CASO 2
qs1 (T/m2) 3.54 ok e=L/6qs2 (T/m2) 5.69 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 32.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)3.54 5.69 -0.72 4.83 10.93
10.19 0 3.40 4.08 22.45
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 30: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/30.jpg)
TALON
![Page 31: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/31.jpg)
GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.43 1.90 4.62 2.89 7.020.91 2.05 1.87 2.04 1.861.01 2.40 2.42 0.18 0.181.51 0.90 1.36 0.18 0.260.65 2.10 1.36 3.73 2.417.33 2.58 18.86 2.89 21.14
13.84 30.50 32.87
![Page 32: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/32.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.08Es_muro (T) 3.32Mvs_suelo (T.m) 1.95Mvs_muro (T.m) 7.89Es (T) 4.40Mvs (T.m) 9.84
FSV 1.70 OKFSD 1.478 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 13.84 CASO 1x (m) 0.905 e<L/6L(m) 3e (m) 0.59 e>L/6 CASO 2
qs1 (T/m2) 10.19 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)9.75 9.20 7.53 4.634 ok
20.03 19.68 12.84 7.901 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 33: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/33.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 36: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/36.jpg)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.5 ø suelo º 44b1' (m) 0.2 ka 0.18b2' (m) 0.5 kp 5.55b3' (m) 1.15 μ 0.5b3'' (m) 1.75 σ suelo (T/m2) 8.8b3 (m) 2.9 ac 0.4b4 (m) 2.3 V (T) 0.24Nivel 1 (m) -1.44Nivel 2 (m) -6.99Nivel 3 (m) -8.14h1 (m) 0.5ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 6.2 1.24
2 0.3 6.2 0.931' 0.2 6.2 1.242' 0.3 6.2 0.93
ZAPATA 3 2.9 0.5 1.454 2.3 0.5 1.15
![Page 38: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/38.jpg)
RELLENO 5 0.3 6.2 0.936 0.65 6.2 4.035' 0.3 6.2 0.936' 1.25 6.2 7.75
Yc (m) 2.65Hm (m) 6.7hp2 (m) 1.15
Empuje (T) 6.87Empuje Pasivo (T) 6.24
Mv (T.m) 15.35
CONDICIONES SIN SISMO
Me (T.m) 73.78Mv (T.m) 15.35
FSV 4.81 OK
Fricción (T) 12.544FSD 2.732 OK
ESFUERZOS EN EL SUELOR (T) 25.09 CASO 1x (m) 2.329 e<L/6L(m) 5.2e (m) 0.27 e<L/6 CASO 2
qs1 (T/m2) 6.33 ok e=L/6qs2 (T/m2) 3.32 CASO 3
e>L/6
DISEÑO ARMADURA
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 39: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/39.jpg)
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 47.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)6.33 3.32 0.58 5.00 26.48
10.81 0 2.08 6.03 41.46
TALON
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GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.98 2.40 7.14 3.60 10.712.23 2.60 5.80 2.57 5.732.98 3.55 10.5648 3.60 10.712.23 3.75 8.37 2.57 5.733.48 3.75 13.05 0.25 0.872.76 1.15 3.17 0.25 0.69
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1.58 2.70 4.27 4.63 7.336.85 3.13 21.41 3.60 24.661.58 3.85 6.09 5.83 9.22
13.18 4.58 60.28 4.80 63.2425.09 73.78 66.43
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.65Es_muro (T) 6.02Mvs_suelo (T.m) 3.68Mvs_muro (T.m) 15.94Es (T) 7.67Mvs (T.m) 19.63
FSV 2.11 OKFSD 1.291 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 25.09 CASO 1x (m) 1.547 e<L/6L(m) 5.2e (m) 1.05 e>L/6 CASO 2
qs1 (T/m2) 10.81 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 42: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/42.jpg)
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)16.17 15.33 13.03 5.487 ok25.31 24.59 19.37 8.157 ok
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.45 ø suelo º 44b1' (m) 0.2 ka 0.18b2' (m) 0.45 kp 5.55b3' (m) 1.15 μ 0.5b3'' (m) 1.5 σ suelo (T/m2) 8.8b3 (m) 2.65 ac 0.4b4 (m) 2.1 V (T) 0.24Nivel 1 (m) -0.72Nivel 2 (m) -5.99Nivel 3 (m) -7.14h1 (m) 0.45ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 5.97 1.19
2 0.25 5.97 0.751' 0.2 5.97 1.1942' 0.25 5.97 0.75
ZAPATA 3 2.65 0.45 1.194 2.1 0.45 0.95
![Page 47: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/47.jpg)
RELLENO 5 0.25 5.97 0.756 0.7 5.97 4.185' 0.25 5.97 0.756' 1.05 5.97 6.27
Yc (m) 2.61Hm (m) 6.42hp2 (m) 1.15
Empuje (T) 6.31Empuje Pasivo (T) 6.24
Mv (T.m) 13.51
CONDICIONES SIN SISMO
Me (T.m) 62.42Mv (T.m) 13.51
FSV 4.62 OK
Fricción (T) 11.4080625FSD 2.796 OK
ESFUERZOS EN EL SUELOR (T) 22.82 CASO 1x (m) 2.144 e<L/6L(m) 4.75e (m) 0.23 e<L/6 CASO 2
qs1 (T/m2) 6.21 ok e=L/6qs2 (T/m2) 3.40 CASO 3
e>L/6
DISEÑO ARMADURA
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 48: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/48.jpg)
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 42.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)6.21 3.40 0.59 4.97 21.72
11.07 0 2.33 6.17 35.37
TALON
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GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.87 2.20 6.30 3.44 9.841.79 2.38 4.27 2.44 4.372.87 3.35 9.59976 3.44 9.841.79 3.53 6.33 2.44 4.372.86 3.43 9.80 0.23 0.642.27 1.05 2.38 0.23 0.51
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1.27 2.47 3.13 4.43 5.627.10 2.90 20.60 3.44 24.401.27 3.62 4.59 5.68 7.21
10.66 4.23 45.02 4.69 49.9322.82 62.42 59.60
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.51Es_muro (T) 5.48Mvs_suelo (T.m) 3.24Mvs_muro (T.m) 14.31Es (T) 6.99Mvs (T.m) 17.55
FSV 2.01 OKFSD 1.327 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 22.82 CASO 1x (m) 1.375 e<L/6L(m) 4.75e (m) 1.00 e>L/6 CASO 2
qs1 (T/m2) 11.07 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 51: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/51.jpg)
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)14.82 14.07 11.73 5.521 ok24.13 23.55 18.10 8.519 falla
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.35 ø suelo º 44b1' (m) 0.2 ka 0.18b2' (m) 0.35 kp 5.55b3' (m) 1.15 μ 0.5b3'' (m) 1.1 σ suelo (T/m2) 8.8b3 (m) 2.25 ac 0.4b4 (m) 1.6 V (T) 0.24Nivel 1 (m) -0.72Nivel 2 (m) -4.99Nivel 3 (m) -6.14h1 (m) 0.35ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 5.07 1.01
2 0.15 5.07 0.381' 0.2 5.07 1.0142' 0.15 5.07 0.38
ZAPATA 3 2.25 0.35 0.794 1.6 0.35 0.56
![Page 56: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/56.jpg)
RELLENO 5 0.15 5.07 0.386 0.8 5.07 4.065' 0.15 5.07 0.386' 0.75 5.07 3.80
Yc (m) 2.33Hm (m) 5.42hp2 (m) 1.15
Empuje (T) 4.50Empuje Pasivo (T) 6.24
Mv (T.m) 8.13
CONDICIONES SIN SISMO
Me (T.m) 39.16Mv (T.m) 8.13
FSV 4.82 OK
Fricción (T) 8.7340125FSD 3.328 OK
ESFUERZOS EN EL SUELOR (T) 17.47 CASO 1x (m) 1.776 e<L/6L(m) 3.85e (m) 0.15 e<L/6 CASO 2
qs1 (T/m2) 5.59 ok e=L/6qs2 (T/m2) 3.49 CASO 3
e>L/6
DISEÑO ARMADURA
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 57: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/57.jpg)
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 32.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)5.59 3.49 0.55 4.71 11.53
10.53 0 2.73 6.15 19.73
TALON
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GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.43 1.70 4.14 2.89 7.020.91 1.85 1.69 2.04 1.862.43 2.85 6.93576 2.89 7.020.91 3.00 2.74 2.04 1.861.89 2.73 5.15 0.18 0.331.34 0.80 1.08 0.18 0.24
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0.65 1.90 1.23 3.73 2.416.90 2.35 16.20 2.89 19.890.65 3.05 1.97 5.08 3.286.46 3.48 22.46 4.24 27.38
17.47 39.16 40.64
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 1.08Es_muro (T) 4.19Mvs_suelo (T.m) 1.95Mvs_muro (T.m) 9.75Es (T) 5.27Mvs (T.m) 11.70
FSV 1.97 OKFSD 1.532 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 17.47 CASO 1x (m) 1.106 e<L/6L(m) 3.85e (m) 0.82 e>L/6 CASO 2
qs1 (T/m2) 10.53 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 60: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/60.jpg)
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)10.29 9.73 8.24 5.072 ok17.61 17.12 13.34 8.211 ok
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 63: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/63.jpg)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.3 ø suelo º 44b3 (m) 1.1 ka 0.18b4 (m) 1.4 kp 5.55Nivel 1 (m) -0.72 μ 0.5Nivel 2 (m) -3.26 σ suelo (T/m2) 8.8Nivel 3 (m) -4.41 ac 0.4h1 (m) 0.3 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 3.39 0.68
2 0.1 3.39 0.17ZAPATA 3 1.1 0.3 0.33
4 1.4 0.3 0.42RELLENO 5 0.1 3.39 0.17
6 0.8 3.39 2.71
Yc (m) 1.61Hm (m) 3.69hp2 (m) 1.15
Empuje (T) 2.09
![Page 65: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/65.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 2.56
CONDICIONES SIN SISMO
Me (T.m) 15.52Mv (T.m) 2.56
FSV 6.05 OK
Fricción (T) 4.366275FSD 5.086 OK
ESFUERZOS EN EL SUELOR (T) 8.73 CASO 1x (m) 1.483 e<L/6L(m) 2.5e (m) -0.23 e<L/6 CASO 2
qs1 (T/m2) 1.54 ok e=L/6qs2 (T/m2) 5.45 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 27.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)1.54 5.45 -1.56 3.73 3.785.67 0 2.27 2.49 7.68
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 66: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/66.jpg)
TALON
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GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)1.63 1.50 2.44 2.00 3.250.41 1.63 0.66 1.43 0.580.79 1.95 1.54 0.15 0.121.01 0.70 0.71 0.15 0.150.29 1.67 0.48 2.56 0.744.61 2.10 9.68 2.00 9.208.73 15.52 14.03
![Page 68: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/68.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 0.50Es_muro (T) 2.10Mvs_suelo (T.m) 0.62Mvs_muro (T.m) 3.37Es (T) 2.60Mvs (T.m) 3.98
FSV 2.37 OKFSD 2.265 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 8.73 CASO 1x (m) 1.027 e<L/6L(m) 2.5e (m) 0.22 e>L/6 CASO 2
qs1 (T/m2) 5.67 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)3.98 3.69 3.69 2.681 ok8.10 7.64 5.71 4.155 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 69: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/69.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 72: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/72.jpg)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.3 ø suelo º 44b3 (m) 1.1 ka 0.18b4 (m) 1.1 kp 5.55Nivel 1 (m) 0 μ 0.5Nivel 2 (m) -3.98 σ suelo (T/m2) 8.8Nivel 3 (m) -5.13 ac 0.4h1 (m) 0.3 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 4.83 0.97
2 0.1 4.83 0.24ZAPATA 3 1.1 0.3 0.33
4 1.1 0.3 0.33RELLENO 5 0.1 4.83 0.24
6 0.8 4.83 3.86
Yc (m) 2.35Hm (m) 5.13hp2 (m) 1.15
Empuje (T) 4.03
![Page 74: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/74.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 6.89
CONDICIONES SIN SISMO
Me (T.m) 17.68Mv (T.m) 6.89
FSV 2.57 OK
Fricción (T) 5.730675FSD 2.970 OK
ESFUERZOS EN EL SUELOR (T) 11.46 CASO 1x (m) 0.941 e<L/6L(m) 2.2e (m) 0.16 e>L/6 CASO 2
qs1 (T/m2) 64.74 falla e=L/6qs2 (T/m2) 0.00 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 27.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)64.74 0.00 29.43 32.37 55.4932.73 0 14.88 16.37 28.05
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 75: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/75.jpg)
TALON
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GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)2.32 1.20 2.78 2.72 6.290.58 1.33 0.77 1.91 1.110.79 1.65 1.31 0.15 0.120.79 0.55 0.44 0.15 0.120.41 1.37 0.56 3.52 1.456.57 1.80 11.82 2.72 17.83
11.46 17.68 26.92
![Page 77: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/77.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 0.97Es_muro (T) 2.75Mvs_suelo (T.m) 1.65Mvs_muro (T.m) 6.46Es (T) 3.72Mvs (T.m) 8.11
FSV 1.18 REDISEÑARFSD 1.545 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 11.46 CASO 1x (m) 0.233 e<L/6L(m) 2.2e (m) 0.87 e>L/6 CASO 2
qs1 (T/m2) 32.73 falla e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)58.51 82.49 53.41 38.844 ok29.58 31.14 27.00 19.639 falla
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 78: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/78.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 81: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/81.jpg)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.3 ø suelo º 44b3 (m) 1.1 ka 0.18b4 (m) 1.1 kp 5.55Nivel 1 (m) 0 μ 0.5Nivel 2 (m) -2.82 σ suelo (T/m2) 8.8Nivel 3 (m) -3.97 ac 0.4h1 (m) 0.3 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 3.67 0.73
2 0.1 3.67 0.18ZAPATA 3 1.1 0.3 0.33
4 1.1 0.3 0.33RELLENO 5 0.1 3.67 0.18
6 0.8 3.67 2.94
Yc (m) 1.78Hm (m) 3.97hp2 (m) 1.15
Empuje (T) 2.41
![Page 83: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/83.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 3.19
CONDICIONES SIN SISMO
Me (T.m) 13.85Mv (T.m) 3.19
FSV 4.34 OK
Fricción (T) 4.544575FSD 4.467 OK
ESFUERZOS EN EL SUELOR (T) 9.09 CASO 1x (m) 1.173 e<L/6L(m) 2.2e (m) -0.07 e<L/6 CASO 2
qs1 (T/m2) 3.31 ok e=L/6qs2 (T/m2) 4.95 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 27.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)3.31 4.95 -0.75 4.13 3.699.16 0 4.17 4.58 7.86
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 84: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/84.jpg)
TALON
![Page 85: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/85.jpg)
GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)1.76 1.20 2.11 2.14 3.760.44 1.33 0.59 1.52 0.670.79 1.65 1.31 0.15 0.120.79 0.55 0.44 0.15 0.120.31 1.37 0.43 2.75 0.864.99 1.80 8.98 2.14 10.669.09 13.85 16.18
![Page 86: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/86.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 0.58Es_muro (T) 2.18Mvs_suelo (T.m) 0.77Mvs_muro (T.m) 3.88Es (T) 2.76Mvs (T.m) 4.65
FSV 1.77 OKFSD 2.084 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 9.09 CASO 1x (m) 0.661 e<L/6L(m) 2.2e (m) 0.44 e>L/6 CASO 2
qs1 (T/m2) 9.16 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)3.89 3.60 4.09 2.977 ok8.28 7.82 7.56 5.499 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 87: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/87.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 90: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/90.jpg)
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GEOMETRÍA MURO
DATOS
b1 (m) 0.2 sobrecarga h' (m) 0.3b2 (m) 0.3 ø suelo º 44b3 (m) 0.9 ka 0.18b4 (m) 0.6 kp 5.55Nivel 1 (m) 0 μ 0.5Nivel 2 (m) -1.82 σ suelo (T/m2) 8.8Nivel 3 (m) -2.97 ac 0.4h1 (m) 0.3 V (T) 0.24ɣh (T/m3) 2.4ɣs (T/m3) 1.7
CALCULO DEL MOMENTO RESISTENTE
ELEMENTO BASE (m) ALTURA (m) AREA (m2)PANTALLA 1 0.2 2.67 0.53
2 0.1 2.67 0.13ZAPATA 3 0.9 0.3 0.27
4 0.6 0.3 0.18RELLENO 5 0.1 2.67 0.13
6 0.6 2.67 1.60
Yc (m) 1.34Hm (m) 2.97hp2 (m) 1.15
Empuje (T) 1.35
![Page 92: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/92.jpg)
Empuje Pasivo (T) 6.24Mv (T.m) 1.34
CONDICIONES SIN SISMO
Me (T.m) 5.44Mv (T.m) 1.34
FSV 4.07 OK
Fricción (T) 2.816175FSD 6.703 OK
ESFUERZOS EN EL SUELOR (T) 5.63 CASO 1x (m) 0.728 e<L/6L(m) 1.5e (m) 0.02 e<L/6 CASO 2
qs1 (T/m2) 4.08 ok e=L/6qs2 (T/m2) 3.43 CASO 3
e>L/6
DISEÑO ARMADURA
f'c (kg/cm2) 210fy (kg/cm2) 4200rec (cm) 2.5b (cm) 100d (cm) 27.5
DEDO
qs1 qs2 variacion qs3 Mu (T.m)4.08 3.43 0.44 3.82 1.22
10.76 0 7.17 6.46 2.85
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 93: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/93.jpg)
TALON
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GEOMETRÍA MURO
DATOS
0.7679
CALCULO DEL MOMENTO RESISTENTE
PESO (T) BRAZO X (m) MX (T.m) BRAZO Y (m) MY (T.m)1.28 0.70 0.90 1.64 2.100.32 0.83 0.27 1.19 0.380.65 1.05 0.68 0.15 0.100.43 0.30 0.13 0.15 0.060.23 0.87 0.20 2.08 0.472.72 1.20 3.27 1.64 4.455.63 5.44 7.56
![Page 95: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/95.jpg)
CONDICIONES SIN SISMO CONDICIONES SIN SISMO
Es_suelo (T) 0.32Es_muro (T) 1.35Mvs_suelo (T.m) 0.32Mvs_muro (T.m) 1.82Es (T) 1.68Mvs (T.m) 2.14
FSV 1.57 OKFSD 2.992 OK
ESFUERZOS EN EL SUELO ESFUERZOS EN EL SUELOR (T) 5.63 CASO 1x (m) 0.349 e<L/6L(m) 1.5e (m) 0.40 e>L/6 CASO 2
qs1 (T/m2) 10.76 ok e=L/6qs2 (T/m2) 0 CASO 3
e>L/6
DISEÑO ARMADURA
As _aprox (cm2) As _formula (cm2) V (T) Vu (kg/cm2)1.29 1.18 2.37 1.724 ok3.01 2.78 5.17 3.757 ok
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 96: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/96.jpg)
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CONDICIONES SIN SISMO
ESFUERZOS EN EL SUELO
〖 qs〗 _((1,2))=P/A(1±(6.e)/L)
〖 qs〗 _((1,2))=2 P/A
〖 qs〗 _((1,2))=2P/(3(L/2-e).B)
![Page 99: Calculo Muros](https://reader034.vdocuments.pub/reader034/viewer/2022050705/5695d3681a28ab9b029dd019/html5/thumbnails/99.jpg)