design shear stirrups at the critical section using 2-Leg #4 bar stirrups for a simply supported beam with a clearr span of 17 feet. The loads consists of a uniformly distributed live load of 6 k/ft and a concentrated live load of 10k at the midspan. Thickness of the beam =25in, depth=23 in, width =15in . Flexural reinforement consists of 4-#9 bars. Use the accurate(long) formula for calculating the shear capacity of concrete, f'c = 4500 psi, fy=60000 psi *Draw the shear diagram

design shear stirrups at the critical section using 2-Leg #4 bar stirrups for a simply supported beam with a clearr span of 17 feet. The loads consists of a uniformly distributed live load of 6 k/ft and a concentrated live load of 10k at the midspan. Thickness of the beam =25in, depth=23 in, width =15in . Flexural reinforement consists of 4-#9 bars. Use the accurate(long) formula for calculating the shear capacity of concrete, f'c = 4500 psi, fy=60000 psi *Draw the shear diagram

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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