5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (abo+SN) KN B C 144 KN 120 KN _96 KN IN R 5.0m 4.50 m 4.20 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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note: SN is equal to 18, topload will now be 118kN
5.0 m
5.50 m
6.0 m
7.0 m
5.0 m
(1b0+SN) KN >
B
144 kN
120 KN
96 KN
M
IN
5.0 m
4.50 m
4.20 m
I 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 120 KN 96 KN M IN 5.0 m 4.50 m 4.20 m I 4.0 m
1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W a
are rigid supports. Determine the following:
c) The moment at the end of each member.
Transcribed Image Text:1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W a are rigid supports. Determine the following: c) The moment at the end of each member.
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