2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Column HMS (400mm x 400 mm) Column ADINT (500 mm x 600 mm) Column BEJOU (600 mm x 600 mm) Column CFKPV (500 mm x 600 mm) Column GLOW (500 mm x 500 mm) Column RX (300mm x 300 mm) Determine the following. b) The axial forces in columns and girders.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and
X are rigid supports. Column HMS (400mm x 400 mm)
Column ADINT (500 mm x 600 mm)
Column BEJOU (600 mm x 600 mm)
Column CFKPV (500 mm x 600 mm)
Column GLQW (500 mm x 500 mm)
Column RX (300mm x 300 mm)
Determine the following
b) The axial forces in columns and girders.
Transcribed Image Text:2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Column HMS (400mm x 400 mm) Column ADINT (500 mm x 600 mm) Column BEJOU (600 mm x 600 mm) Column CFKPV (500 mm x 600 mm) Column GLQW (500 mm x 500 mm) Column RX (300mm x 300 mm) Determine the following b) The axial forces in columns and girders.
5.0 m
5.50 m
6.0 m
7.0 m
5.0 m
(160+SN) KN
A
144 KN
E
120 KN
K
96 KN
M
N
V
4.50 m
4.20 m
4.0 m
5.0 m
Transcribed Image Text:5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (160+SN) KN A 144 KN E 120 KN K 96 KN M N V 4.50 m 4.20 m 4.0 m 5.0 m
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