A W 12 a x 72 is used as a column to carry an axial load P. The column has a fixed . oport at the bottom and hinged at the top. The column has an unsupported height of 6m. Using A 36 steel with Fy = 248 MPa. Es = 200000 MPa. Properties of W 12 x 72 A = 13677A0 mm2 d = 311.15 mm bf= 305.82 mm tf = 17.04 nun tw = 10.92 mm Ix = 248.5 x 106 mm4 Iy = 81.17 x 106 mm4 rx = 134.87 mm ry = 77.22 rnm a) Compute the recommended value of the slenderness ratio. b) Compute the allowable compressive stress. c) Compute the allowable axial load P.
A W 12 a x 72 is used as a column to carry an axial load P. The column has a fixed . oport at the bottom and hinged at the top. The column has an unsupported height of 6m. Using A 36 steel with Fy = 248 MPa. Es = 200000 MPa. Properties of W 12 x 72 A = 13677A0 mm2 d = 311.15 mm bf= 305.82 mm tf = 17.04 nun tw = 10.92 mm Ix = 248.5 x 106 mm4 Iy = 81.17 x 106 mm4 rx = 134.87 mm ry = 77.22 rnm a) Compute the recommended value of the slenderness ratio. b) Compute the allowable compressive stress. c) Compute the allowable axial load P.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W 12 a x 72 is used as a column to carry an axial load P. The column has a fixed . oport at the bottom and hinged at the top. The column has an unsupported height of 6m. Using A 36 steel with Fy = 248 MPa. Es = 200000 MPa.
Properties of W 12 x 72
A = 13677A0 mm2 d
= 311.15 mm
bf= 305.82 mm
tf = 17.04 nun
tw = 10.92 mm
Ix = 248.5 x 106 mm4
Iy = 81.17 x 106 mm4
rx = 134.87 mm
ry = 77.22 rnm
a) Compute the recommended value of the slenderness ratio.
b) Compute the allowable compressive stress.
c) Compute the allowable axial load P.
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