A W 410 x 74 of A36 steel with Fy = 248 MPa has a length of 7.2m is used as a column with both ends fixed. 1. Compute the allowable compressive stresss. 2. Compute the allowable compressive load that the column could carry. 3. Compute the Euler’s critical buckling load.
A W 410 x 74 of A36 steel with Fy = 248 MPa has a length of 7.2m is used as a column with both ends fixed. 1. Compute the allowable compressive stresss. 2. Compute the allowable compressive load that the column could carry. 3. Compute the Euler’s critical buckling load.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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STRUCTURAL STEEL DESIGN (SHOW FULL SOLUTION)
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A W 410 x 74 of A36 steel with Fy = 248 MPa has a length of 7.2m is used as a column with both ends fixed.
1. Compute the allowable compressive stresss.
2. Compute the allowable compressive load that the column could carry.
3. Compute the Euler’s critical buckling load.
Transcribed Image Text:Properties of W 410 x 74
A = 9,550 mm²
d = 413 mm
b₁ = 180 mm
t₁ = 16 mm
tw = 9.7 mm
[x = 170 mm
ry = 40.42 mm
mass = 74.9 kg/m
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