No. 10 bar (1.27 in?) W14 x 90 KL = 14 ft 22 in No. 3 ties 14 in c. to c. 22 in
No. 10 bar (1.27 in?) W14 x 90 KL = 14 ft 22 in No. 3 ties 14 in c. to c. 22 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Using the AISC equations, compute θcPn and Pn/ Ωv and for each encased concrete (4 ksi) section shown. Fy = 50 ksi, Fyr = 60 ksi, wc = 145 lbs/ft3.
Use 145 lb/ft3 concrete and 50 ksi steel shapes.
![No. 10 bar (1.27 in?)
W14 x 90
KL = 14 ft
22 in
No. 3 ties 14 in c. to c.
22 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4047c10-24ab-4f9d-95bb-2eb0cf59ebdb%2F0e4b62d6-b804-4cc2-82c5-0c32f38008af%2Fyscuxbm_processed.png&w=3840&q=75)
Transcribed Image Text:No. 10 bar (1.27 in?)
W14 x 90
KL = 14 ft
22 in
No. 3 ties 14 in c. to c.
22 in
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