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PROYECTO2-CIMENTACIONES

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PROYECTO2-CIMENTACIONES
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  DATOS RELLENO 116.5KN/M3 COHESION ( C )  0KN/M234RELLENO 218.5KN/M3 PESO SUMERGIDO  8.69KN/M3 COHESION ( C )  0KN/M231 PESO UNITARIO (ɤ)ANGULO DE FRICCION (ф)PESO UNITARIO SAT (ɤsat)ANGULO DE FRICCION (ф)  RELLENO 317.5KN/M3 COHESION ( C )  0KN/M234CONCRETO PESO UNITARIO DEL CONCRETO (ɤ)  23KN/M3 PESO UNITARIO SAT (ɤsat)  19.5KN/M3 COHESION ( C )  5KN/M2 ANGULO DE FRICCION (ф)  27 β  11.30993247 ɤw  9.81 A. Kp 3.5371320375 B. Ka 0.3200988365 C. Ka 0.2978438436 PESO UNITARIO (ɤ)ANGULO DE FRICCION (ф) SUELO DE CIMENTACION CALCULO DEL KP (3 RELLENO)CALCULO DEL KA (2 RELLENO)CALCULO DEL KA (1 RELLENO) = 〖 tan (45+∅/2)〗^2= 〖 tan(45−∅/2) 〗 ^2   =∗(−√(〖〗^2−〖∅〗^2 ))/(+√(〖〗^2−   DIMENSIONES a  1 b  2.8 c  1 d  4 e  0.35 f   1.2 g  1  h  0.04 i  0.31 x  0.25 NF  3 q  15 D.CALCULO DE PRESIONES FUERZAS P(KN/M2)① 61.8998106554⑥ 14.7432702568⑧ 5.563317779⑪ 19.62⑦ 15.8448924086⑨ 4.4676576536⑩ 4.8014825481 E.CALCULO DE LAS FUERZAS F1 30.9499053277F2 23F3 64.4   =∗∗=∗/2 =∗ =  F4 16.1F5 27.468F6 22.1149053852F7 31.6897848173F8 5.563317779F9 13.4029729607F10 9.6029650961F11 19.62F12 7.6725F13 1.98F14 59.4F15 0.37F16 22.2F17 23.25
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