Determinar la de Formacion Maxima en el punto c. Metodo Areas de Momento A 2400 KgF 2 + 2 J ㅓ 6 73000155/80 B m Hormigón f·c = 280 kgf/cm E = 15000√√ Seccion de Viga Determinar las reacciones, Metodo Doble Integracion. 2000 KgF c 1800 g/m m + z z 6 Determinar las Reacciones en la viga. Nebdo Areas de Momento. 1500 kgf-m -2500 kg/m 2 c 8 306m 15 60cm

Determinar la de Formacion Maxima en el punto c. Metodo Areas de Momento A 2400 KgF 2 + 2 J ㅓ 6 73000155/80 B m Hormigón f·c = 280 kgf/cm E = 15000√√ Seccion de Viga Determinar las reacciones, Metodo Doble Integracion. 2000 KgF c 1800 g/m m + z z 6 Determinar las Reacciones en la viga. Nebdo Areas de Momento. 1500 kgf-m -2500 kg/m 2 c 8 306m 15 60cm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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