1.6 kip/ft 3.00 in 12t 0.82 in² section A-A (not to scale) Problem 4 Using the beam in problem 2. Determine the stirrups spacing required if #4 bars are used, based on AC1318-19. fc=3000psi fy=60000psi beam width = 16in.

1.6 kip/ft 3.00 in 12t 0.82 in² section A-A (not to scale) Problem 4 Using the beam in problem 2. Determine the stirrups spacing required if #4 bars are used, based on AC1318-19. fc=3000psi fy=60000psi beam width = 16in.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

1.6 kp/ft
22 in
12
section A-A
(not to scale)
Problem 4
Using the beam in problem 2. Determine the stirrups spacing required if #4 bars are used, based on AC1318-19.
fc=3000psi
fy=60000psi
beam width = 16in.
3.00 in

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