9-1. Compute the maximum design axial load strengthof the tied columns shown. Assume that the col-umns are short. Check the tie size and spacing. Usef = 4000 psi and fy = 60,000 psi. 14"4-#11 bars14"#3 @ 12" o.c.(a)18"-1½"clearPROBLEM 9-118".1½"clear8-#8 bars(c)↑#3 @ 15"(2 per set)22"k8-#10 bars22"#3 @ 18"(3 per set)(b)-1/2"clear

Given:- f'c=4000psi fy=60,000 psi To find:- maximum design axial load strength

Answered: desig tied columns shown. A are short.…

Engineering

Civil Engineering

desig tied columns shown. A are short. Check the tie

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

9-1. Compute the maximum design axial load strength
of the tied columns shown. Assume that the col-
umns are short. Check the tie size and spacing. Use
f = 4000 psi and fy = 60,000 psi.

14"
4-#11 bars
14"
#3 @ 12" o.c.
(a)
18"
-1½"clear
PROBLEM 9-1
18".
1½"clear
8-#8 bars
(c)
↑
#3 @ 15"
(2 per set)
22"
k
8-#10 bars
22"
#3 @ 18"
(3 per set)
(b)
-1/2"clear

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