Compute the deflection at midspan and the slope at A in the figure. El is constant. Express the slope in degrees and the deflection in inches. Assume a pin support at A and a roller at D. E=29,000 kips/in2., I = 2000 in4 A 30 kips B 30 kips to clastomeric pad 10¹ 10² 10² 10'.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Compute the deflection at midspan and the slope at A in the figure.
EI is constant. Express the slope in degrees and the deflection in
inches. Assume a pin support at A and a roller at D.
E = 29,000 kips/in2., I = 2000 in4
A
30 kips
B
30 kips
clastomeric
pad
10 10
10
D
Transcribed Image Text:2. Compute the deflection at midspan and the slope at A in the figure. EI is constant. Express the slope in degrees and the deflection in inches. Assume a pin support at A and a roller at D. E = 29,000 kips/in2., I = 2000 in4 A 30 kips B 30 kips clastomeric pad 10 10 10 D
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