Steel Design REFERRIDO to FIGURE 3SELECT AN ASTM A ga2 (Fy:50kri) WWasnaPECOUMU TO CARRY AN AXIALDEAP WAD OF 140 KIPS AN p UVE LOANOF 420 KIRS. THEBOTTOMCoU MNIs30 +EET LONG. AN D IS PINNEKD TOPANDIN BOTH AXES.LIIMIT COUMN SIZETO A NO MINAL W In.SHAPĒ :REFER O I GURE 4.Po = 140 KIpsPL = 420 KIPprA= 30FT

step - 1 calculate the required strength LRFD ASD P_{u}=1.2(140…

Answered: couMN IS 0 +EET LONG AND IS PINNE ES.…

Engineering

Civil Engineering

couMN IS 0 +EET LONG AND IS PINNE ES. LIIWIT COUMN SIZE TO A NO MINAL K im

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

Steel Design

REFERRIDO to FIGURE 3SELECT AN ASTM A ga2 (Fy:50kri) WWasnaPE
COUMU TO CARRY AN AXIAL
DEAP WAD OF 140 KIPS AN p UVE LOAN
OF 420 KIRS. THE
BOTTOM
CoU MN
Is
30 +EET LONG. AN D IS PINNEKD TOPAND
IN BOTH AXES.LIIMIT COUMN SIZE
TO A NO MINAL W In.SHAPĒ :
REFER O I GURE 4.
Po = 140 KIps
PL = 420 KIPpr
A= 30FT

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