Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at bothends. Fy = 345 MPa.For a HP 410 x 131Ag= 16600 mm2d = 389 mmbf = 399 mmtf = 13.7 mmtw = 13.7 mm%3Dkdes= 43.7 mmrx= 167 mmry = 93.5 mmDetermine the nominal compressive strength of the column.Determine the design compressive strength of the column.Determine the allowable compressive strength of the column.CS Scanned with CamScanner

Consider the given data. The column is fixed at both ends, KL=0.5×10000=5000 mm

Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at both ends. Fy %3D 345 MPа. For a HP 410 x 131 Ag = 16600 mm² d = 389 mm bf = 399 mm %3D tf = 13.7 mm %3D tw = 13.7 mm kdes * 43.7 mm rx= 167 mm Ty = 93.5 mm Determine the nominal compressive strength of the column. Determine the design compressive strength of the column. Determine the allowable compressive strength of the column.

Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at both ends. Fy %3D 345 MPа. For a HP 410 x 131 Ag = 16600 mm² d = 389 mm bf = 399 mm %3D tf = 13.7 mm %3D tw = 13.7 mm kdes * 43.7 mm rx= 167 mm Ty = 93.5 mm Determine the nominal compressive strength of the column. Determine the design compressive strength of the column. Determine the allowable compressive strength of the 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

Given below is the properties of HP 410 x 131 steel column having a length of 10 m and fixed at both
ends. Fy = 345 MPa.
For a HP 410 x 131
Ag
= 16600 mm2
d = 389 mm
bf = 399 mm
tf = 13.7 mm
tw = 13.7 mm
%3D
kdes
= 43.7 mm
rx= 167 mm
ry = 93.5 mm
Determine the nominal compressive strength of the column.
Determine the design compressive strength of the column.
Determine the allowable compressive strength of the column.
CS Scanned with CamScanner

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