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'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F83d6a5ac-b5c9-4cf7-9aa7-0974f747a843%2Fa7be6528-6e51-41bf-8452-4d91c1ae0f64%2F9fsgan_processed.jpeg&w=3840&q=75)
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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