3. Given the following information, determine the maximum permissible axial load in the square column: (490 kip) • 14-in square total • 1.5-in cover to shear ties • fy = 60 ksi fc = 4500 psi STIRRUPS (SHEAR REINCORCÈMENT) #3 ties Applied Moment = 14 kip-ft (4) #10 longitudinal reinforcing bars LONGITUDINAL STEEL-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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3. Given the following information, determine the maximum permissible axial
load in the square column: (490 kip)
• 14-in square total
• 1.5-in cover to shear ties
• fy = 60 ksi
• fc = 4500 psi
STIRRUPS (SHEAR
REINCORCÈMENT)
#3 ties
• Applied Moment = 14 kip-ft
(4) #10 longitudinal reinforcing bars
LONGITUDINAL STEEL-
Transcribed Image Text:3. Given the following information, determine the maximum permissible axial load in the square column: (490 kip) • 14-in square total • 1.5-in cover to shear ties • fy = 60 ksi • fc = 4500 psi STIRRUPS (SHEAR REINCORCÈMENT) #3 ties • Applied Moment = 14 kip-ft (4) #10 longitudinal reinforcing bars LONGITUDINAL STEEL-
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