P2) Draw the influence lines for members KJ, KD, CD, and JD. Find the maximum positive value of each internal force due to a concentrated live load of 20 kN, a distributed live load of 3 kN/m, and a distributed dead load of 2 kN/m. L K Н G 1.5 m B E D -2 m F -2 m→2 m -2 m-2 m–+2 m→

P2) Draw the influence lines for members KJ, KD, CD, and JD. Find the maximum positive value of each internal force due to a concentrated live load of 20 kN, a distributed live load of 3 kN/m, and a distributed dead load of 2 kN/m. L K Н G 1.5 m B E D -2 m F -2 m→2 m -2 m-2 m–+2 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

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P2) Draw the influence lines for members KJ, KD, CD, and JD. Find the maximum positive value
of each internal force due to a concentrated live load of 20 kN, a distributed live load of 3 kN/m,
and a distributed dead load of 2 kN/m.
L
K
Н
G
1.5 m
B
E
D
-2 m
F
- 2 m–2 m
-2 m→2 m–→+2 m-→|

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