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
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Chapter2: Loads On Structures
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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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