50 KN 111 B 4m 2m 3m 100 KN 2m C E = 150 GPa |= Member AB: 3EI Member BC: 2EI 150mm 200mm 50mm diameter hole at the center

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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STATICS OF RIGID BODIES.

UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS COMPLETETY AND LEGIBLY.

Calculate the value of the vertical reaction at support A of the frame shown below. Answer is in one decimal place, units in kN. USE SLOPE DEFLECTION METHOD OR ANY METHOD.

 

50 KN
B
4m
2m
3m
100 KN
2m C
A
E = 150 GPa |=
Member AB: 3EI
Member BC: 2EI
150mm
200mm
50mm diameter hole at the center
Transcribed Image Text:50 KN B 4m 2m 3m 100 KN 2m C A E = 150 GPa |= Member AB: 3EI Member BC: 2EI 150mm 200mm 50mm diameter hole at the center
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