Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Problem 1
A beam is supported as shown below:
B
C
D
F
Hinge
Hinge
5 m
5 m
6m
3 m
3 m
The beam is to carry the following loads, in (kN) and in (kN/m), in the table
below:
LOAD
W(DL) W(LL) P(LL)
SET 1 (1,2,3,4,5)
20
25
40
Using influence line diagrams, determine the following:
1. Maximum reaction at A, RA in kN. (
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Transcribed Image Text:Problem 1 A beam is supported as shown below: B C D F Hinge Hinge 5 m 5 m 6m 3 m 3 m The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 Using influence line diagrams, determine the following: 1. Maximum reaction at A, RA in kN. (
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