e beam shown will be subjected to a concentrated live load of 100 kN, a uni m and a uniformly distributed dead load of 20 kN/m. Using influence line, ment at C due to the given loads. 740 kN-m 760 kN-m 610 kN-m 380 kN-m

e beam shown will be subjected to a concentrated live load of 100 kN, a uni m and a uniformly distributed dead load of 20 kN/m. Using influence line, ment at C due to the given loads. 740 kN-m 760 kN-m 610 kN-m 380 kN-m

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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Concept explainers

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.

Question

The beam shown will be subjected to a concentrated live load of 100 kN, a uniformly distributed live load of 50
kN/m and a uniformly distributed dead load of 20 kN/m. Using influence line, calculate the maximum positive
moment at C due to the given loads.
A
4 m
O 740 kN-m
O 760 kN-m
O 610 kN-m
O 380 kN-m

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