- 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

Structural Analysis
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Chapter2: Loads On Structures
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)- 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
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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