1. For the beam shown, determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of 60 k, a uniformly distributed live load of 6k/ft and a uniformly distributed dead load of 1k/ft. A B C 12 ft → 12 ft →< 24 ft D E ← 10 ft →

1. For the beam shown, determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of 60 k, a uniformly distributed live load of 6k/ft and a uniformly distributed dead load of 1k/ft. A B C 12 ft → 12 ft →< 24 ft D E ← 10 ft →

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

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