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integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. use virtual work equation and 8k 3 k/ft I puttry —4 ft- 4 ft- B -4 ft- 4 ft

integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. use virtual work equation and 8k 3 k/ft I puttry —4 ft- 4 ft- B -4 ft- 4 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. -4 ft- use virtual work equation and 8 k 3 k/ft I pottery -4 ft- B -4 ft- 4 ft
Transcribed Image Text:integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. -4 ft- use virtual work equation and 8 k 3 k/ft I pottery -4 ft- B -4 ft- 4 ft
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