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P7.10. (a) Compute the slope at A and the deflection at midspan in Figure P7.10. (b) If the deflection at midspan is not to exceed 1.2 in., what is the minimum required value of I? E = 29,000 kips/in.². A 15 kips B | ₁8² 8' C 21 20' P7.10 15 kips D I 8'- E

P7.10. (a) Compute the slope at A and the deflection at midspan in Figure P7.10. (b) If the deflection at midspan is not to exceed 1.2 in., what is the minimum required value of I? E = 29,000 kips/in.². A 15 kips B | ₁8² 8' C 21 20' P7.10 15 kips D I 8'- E

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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Solve using double integration method 

 

P7.10. (a) Compute the slope at A and the deflection at midspan in Figure P7.10. (b) If the deflection at midspan is not to exceed 1.2 in., what is the minimum required value of I? E = 29,000 kips/in.². A 15 kips B 1₁8²-₁ 8' C 21 20'- P7.10 15 kips D I 8'- E
Transcribed Image Text:P7.10. (a) Compute the slope at A and the deflection at midspan in Figure P7.10. (b) If the deflection at midspan is not to exceed 1.2 in., what is the minimum required value of I? E = 29,000 kips/in.². A 15 kips B 1₁8²-₁ 8' C 21 20'- P7.10 15 kips D I 8'- E
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