- Using #3 stirrups and assuming a cross-section with b= 10" and d = 20", for the factored shear diagram shown in Figure P-2: a. Design shear reinforcement at the critical section b. Design shear reinforcement at 6-ft from the support c. Determine zones where minimum and no shear reinforcement is needed. 68 k 44k 24k 24 k 44 k 68 k
- Using #3 stirrups and assuming a cross-section with b= 10" and d = 20", for the factored shear diagram shown in Figure P-2: a. Design shear reinforcement at the critical section b. Design shear reinforcement at 6-ft from the support c. Determine zones where minimum and no shear reinforcement is needed. 68 k 44k 24k 24 k 44 k 68 k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![)- Using #3 stirrups and assuming a cross-section with b 10" and d = 20", for the factored
shear diagram shown in Figure P-2:
Design shear reinforcement at the critical section
b. Design shear reinforcement at 6-ft from the support
c. Determine zones where minimum and no shear reinforcement is needed.
a.
68 k
44 k
24 k
24 k
44 k
68 k
Figure P-2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F198e85e4-e219-4dd1-997c-29d94096a9c5%2F8743d8f7-d0c0-4fc6-841e-86dd7ee05ea3%2Fu9q3zrm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:)- Using #3 stirrups and assuming a cross-section with b 10" and d = 20", for the factored
shear diagram shown in Figure P-2:
Design shear reinforcement at the critical section
b. Design shear reinforcement at 6-ft from the support
c. Determine zones where minimum and no shear reinforcement is needed.
a.
68 k
44 k
24 k
24 k
44 k
68 k
Figure P-2
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