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5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN B 144 KN. E 120 KN. K _96 KN. M P R Note: SN is 27 5.0 m 4.50 m 4.20 m 40 m

5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN B 144 KN. E 120 KN. K _96 KN. M P R Note: SN is 27 5.0 m 4.50 m 4.20 m 40 m

Structural Analysis
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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*Solve using Portal Method*

The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following:

a) The shear forces in columns and girders.

b) The axial forces in columns and girders.

c) The moment at the end of each member. 

5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN • > B _ 144 KN. E 120 KN. 96 KN M R IS Note: SN is 27 5.0 m 4.50 m 4.20 m 4.0 m
Transcribed Image Text:5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN • > B _ 144 KN. E 120 KN. 96 KN M R IS Note: SN is 27 5.0 m 4.50 m 4.20 m 4.0 m
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