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What are the limits of integration that should be used to calculate the deflection at point C for the beam? A 2 k/ft -15 ft El constant E=29,000 ksi O a. 0 to 15 and 0 to 6 O b. 0 to 21 O c. 0 to 6 and 6 to 21 I = 3,500 in.4 O d. 0 to 15 and 15 to 21 O B +6 ft

What are the limits of integration that should be used to calculate the deflection at point C for the beam? A 2 k/ft -15 ft El constant E=29,000 ksi O a. 0 to 15 and 0 to 6 O b. 0 to 21 O c. 0 to 6 and 6 to 21 I = 3,500 in.4 O d. 0 to 15 and 15 to 21 O B +6 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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What are the limits of integration that should be used to calculate the deflection at point C for the beam? A 2 k/ft -15 ft El constant E=29,000 ksi O a. 0 to 15 and 0 to 6 O b. 0 to 21 O c. 0 to 6 and 6 to 21 I = 3,500 in.4 O d. 0 to 15 and 15 to 21 O B +6 ft
Transcribed Image Text:What are the limits of integration that should be used to calculate the deflection at point C for the beam? A 2 k/ft -15 ft El constant E=29,000 ksi O a. 0 to 15 and 0 to 6 O b. 0 to 21 O c. 0 to 6 and 6 to 21 I = 3,500 in.4 O d. 0 to 15 and 15 to 21 O B +6 ft
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