desig tied columns shown. A are short. Check the tie
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text: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.
Transcribed Image Text: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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