2. 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 10'+ 10%. 30 kips elastomeric pad 10² 10² D

Principles of Foundation Engineering (MindTap Course List)
8th Edition
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Author:Braja M. Das
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Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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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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