Help me pls i give upvotee33e Example 3Select the best hot-rolled W-section for the given column as shown. The column has nobracing for buckling about its strong axis (left image) and has bracing at mid height forbuckling about its weak axis (right image). Use ASTM A992 steel. Use LRFD specifications.Given data:Area: 48.774POL = 500 kNPu = 1,200 kN-L= 3.50 mF, = 350 MPamm^2tw: 29.85 mmbf: 406.27 mmtf: 48.01 mmAccembiliny mestigtPctes binpiay Setting1.75m1.753.5m

Calculating the factored loadfactored load=1.2Dead Load+1.6Live Load…

Answered: Select the best hot-rolled W-section…

Engineering

Civil Engineering

Select the best hot-rolled W-section for the given column

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

Help me pls i give upvotee33e

Example 3
Select the best hot-rolled W-section for the given column as shown. The column has no
bracing for buckling about its strong axis (left image) and has bracing at mid height for
buckling about its weak axis (right image). Use ASTM A992 steel. Use LRFD specifications.
Given data:
Area: 48.774
POL = 500 kN
Pu = 1,200 kN-
L= 3.50 m
F, = 350 MPa
mm^2
tw: 29.85 mm
bf: 406.27 mm
tf: 48.01 mm
Accembiliny mestigt
Pctes binpiay Setting
1.75m
1.75
3.5m

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