3m 4.5m 48 kN 12 kN Example: Determine the horizontal displacement at joint B and slope at joint A of the frame shown below. Take E = 200 GPa, I = 500x106 mm². 48 kN 3m 96 KN F 21 3m 84 kN 1 kN B F A 1 kN 41 1.25KN 1.25kN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3m
4.5m
48 kN
12 kN
Example: Determine the horizontal displacement at joint B and slope at joint A of the frame shown below.
Take E = 200 GPa, I = 500x106 mm².
48 kN
3m
96 KN
F
21
3m
84 kN
1 kN
B
F
A
1 kN
41
1.25KN
1.25kN
Transcribed Image Text:3m 4.5m 48 kN 12 kN Example: Determine the horizontal displacement at joint B and slope at joint A of the frame shown below. Take E = 200 GPa, I = 500x106 mm². 48 kN 3m 96 KN F 21 3m 84 kN 1 kN B F A 1 kN 41 1.25KN 1.25kN
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