4. For the steel rigid frame in Figure P8.31, compute the rotation of joint B and the horizontal displacement of support C. Given: E=200 GPa, A = 500 mm² I 200 x 10 mm 60 kN B to. m 4m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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4. For the steel rigid frame in Figure P8.31, compute the rotation of
joint B and the horizontal displacement of support C.
Given:
E = 200 GPa,
A = 500 mm²
I=200 x 10 mm4
3 m
60 kN
4m
Transcribed Image Text:4. For the steel rigid frame in Figure P8.31, compute the rotation of joint B and the horizontal displacement of support C. Given: E = 200 GPa, A = 500 mm² I=200 x 10 mm4 3 m 60 kN 4m
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