6) Calculate the vertical deflection of C. Also find the rotation of B. 20 kN/m A B 2 m 2 m 50 kN 3 m 7) Calculate the vertical deflection of C, the rotation at B. E= 30 000 ksi, I = 400 in 6 ft 1 kip/ft D 5 ft 15 ft 10 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Questions 6 & 7

6) Calculate the vertical deflection of C. Also find the rotation of B.
20 kN/m
A
B
2 m
2 m
50 kN
3 m
7) Calculate the vertical deflection of C, the rotation at B. E= 30 000 ksi, I = 400 in
6 ft
1 kip/ft
D
5 ft
15 ft
10 ft
Transcribed Image Text:6) Calculate the vertical deflection of C. Also find the rotation of B. 20 kN/m A B 2 m 2 m 50 kN 3 m 7) Calculate the vertical deflection of C, the rotation at B. E= 30 000 ksi, I = 400 in 6 ft 1 kip/ft D 5 ft 15 ft 10 ft
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