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Civil Engineering
A W530X123

A W530X123

Structural Analysis
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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A W530X123 is used as a fixed-ended beam with a span length of 5 m. The beam carries a uniform service dead load and live load of 50 kN/m and 90 kN/m, respectively. Lateral support of the compression flange is provided only at the ends. Loads act through the shear center. Calculate the allowable factored moment along y-axis (Muy) of the beam. W530X123 Properties: A = 15,700 mm² ry = 46.5 mm d = 544 mm bf = 212 mm Zx 3210 X 10³ mm³ Sx = 2800 X 10³ mm³ rx = 220 mm ly = 33.9 X 106 mm4 Zy = 500 X 10³ mm³ Sy= = 320 X 10³ mm³ J = 1810 X 10³ mm4 Cw=2320 X 10⁹ mm6 Fy = 345 MPa G = 70000 MPa tw = 13.1 mm t₁ = 21.2 mm Ix = 762 X 106 mm4
Transcribed Image Text:A W530X123 is used as a fixed-ended beam with a span length of 5 m. The beam carries a uniform service dead load and live load of 50 kN/m and 90 kN/m, respectively. Lateral support of the compression flange is provided only at the ends. Loads act through the shear center. Calculate the allowable factored moment along y-axis (Muy) of the beam. W530X123 Properties: A = 15,700 mm² ry = 46.5 mm d = 544 mm bf = 212 mm Zx 3210 X 10³ mm³ Sx = 2800 X 10³ mm³ rx = 220 mm ly = 33.9 X 106 mm4 Zy = 500 X 10³ mm³ Sy= = 320 X 10³ mm³ J = 1810 X 10³ mm4 Cw=2320 X 10⁹ mm6 Fy = 345 MPa G = 70000 MPa tw = 13.1 mm t₁ = 21.2 mm Ix = 762 X 106 mm4
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