An overhang beam carries a distributed load "w" and a concentrated load "P". If the maximum negative shear is -383.86666666667KN and the vertical reaction of hinge support is 316.13333333333KN, determine the following unknowns. (DRAW THE SHEAR AND MOMENT DIAGRAM) Let L1 = 5m and L2 = 2m L1 L2 Solve the value of "w": kN/m Solve the value of "P": kN Solve the reaction of the roller support.

An overhang beam carries a distributed load "w" and a concentrated load "P". If the maximum negative shear is -383.86666666667KN and the vertical reaction of hinge support is 316.13333333333KN, determine the following unknowns. (DRAW THE SHEAR AND MOMENT DIAGRAM) Let L1 = 5m and L2 = 2m L1 L2 Solve the value of "w": kN/m Solve the value of "P": kN Solve the reaction of the roller support.

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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