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 +₁ 8' C 21 20' P7.10 15 kips D E → 8² → 8'

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 +₁ 8' C 21 20' P7.10 15 kips D E → 8² → 8'

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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Question

Solve using conjugate beam 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

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