1. For the beam shown, determine the following due to a concentrated live load of 100 KN, a unitormly distributed live load of 50 kN/m, and a uniformly distibuted dead load of 20 kN/m. a. Maximum reaction at A www www www b. Maximum reaction at B c. Maximum positive shear at C d. Maximum negative shear at C e. Maximum positive bending moment at C f. Maximum negative bending moment at C A A an 3m

1. For the beam shown, determine the following due to a concentrated live load of 100 KN, a unitormly distributed live load of 50 kN/m, and a uniformly distibuted dead load of 20 kN/m. a. Maximum reaction at A www www www b. Maximum reaction at B c. Maximum positive shear at C d. Maximum negative shear at C e. Maximum positive bending moment at C f. Maximum negative bending moment at C A A an 3m

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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