MOMENT-AREA METHOD The simply supported beam is as shown in the figure. Use El = 12,000 lb-ft^2 80 lb/ft A B 4 ft R1=640/3 lb R2 = 320/3 lb Find the deviation of B from the tangent drawn at C. * 2 ft 3 points

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Find the derivation of B from the tangen drawn at C

a. 0.0711
b. 0.0119
c. 0.2489
d. 0.0829

Find the derivation of A from the tangen drawn at C

a. 0.0711
b. 0.0119
c. 0.2489
d. 0.0829

Find the deflection of point B in inches.

a. 0.995
b. 2.987
c. 0.143
d. 0.853

 

MOMENT-AREA METHOD
The simply supported beam is as shown in the figure. Use El = 12,000 lb-ft^2
80 lb/ft
4
KA
R1 - 640/3 lb
R2-320/3 lb
Find the deviation of B from the tangent drawn at C. *
3ippints:
Transcribed Image Text:MOMENT-AREA METHOD The simply supported beam is as shown in the figure. Use El = 12,000 lb-ft^2 80 lb/ft 4 KA R1 - 640/3 lb R2-320/3 lb Find the deviation of B from the tangent drawn at C. * 3ippints:
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