Cap Portante Derecho
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puente5 ESQ UIN DERECHA angulo de fricción Nc Nq 5 6.49 1.57 10 8.34 2.47 0.383972435 15 10.98 3.94 20 14.83 6.40 N g = 4.133867098 25 20.72 10.66 30 30.14 18.40 35 46.12 33.30 40 75.31 64.20 ES TR IB O DERECHO (zapata cuadrada) F = 22 F = 1.4975 t/m 3 0.001 0.0014975 (de form ula) Nc= 16.883 16.88286462 (de form ula) Nq= 7.821 7.821120072 (de gráfica) N g = 4.134 4.133867098 c= 0.05 k/cm 2 0.05 Df= 2.5 m 100 250 B= 2 m 100 200 FS= 3.5 3.5 qa= 1 .2 7 kg/cm 2
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Transcript of Cap Portante Derecho
![Page 1: Cap Portante Derecho](https://reader036.fdocuments.mx/reader036/viewer/2022080913/563dbb5a550346aa9aac697d/html5/thumbnails/1.jpg)
puente5 ESQUIN DERECHA
angulo de fricción Nc Nq
5 6.49 1.5710 8.34 2.47 0.38397243515 10.98 3.9420 14.83 6.40 Ng= 4.13386709825 20.72 10.6630 30.14 18.4035 46.12 33.3040 75.31 64.20
ESTRIBO DERECHO (zapata cuadrada)F= 22g= 1.4975 t/m3 0.001 0.0014975
(de formula) Nc= 16.883 16.88286462(de formula) Nq= 7.821 7.821120072(de gráfica) Ng= 4.134 4.133867098
c= 0.05 k/cm2 0.05Df= 2.5 m 100 250B= 2 m 100 200
FS= 3.5 3.5
qa= 1.27 kg/cm2
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