a. Determine the slope and deflection at the free end of the overhanging beam shown below using the 2 methods mentioned above. 8 k 6' 3k/ft B 16' Constant I=288 in.4 E= 30,000 k /in.2 35 k 21 k %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 19P
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a. Determine the slope and deflection at the free end of the overhanging beam
shown below using the 2 methods mentioned above.
8k
6'
3k/ft
A
B
16'
35 k
Constant I 288 in.4
21 k
E= 30,000 k /in.2
(a)
Please use
Castigliano's 2nd
theorem
Transcribed Image Text:a. Determine the slope and deflection at the free end of the overhanging beam shown below using the 2 methods mentioned above. 8k 6' 3k/ft A B 16' 35 k Constant I 288 in.4 21 k E= 30,000 k /in.2 (a) Please use Castigliano's 2nd theorem
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,