A W530×72 is used as a simply supported, uniformly loaded beam with a span length of 15m and continuous lateral support. The yield stress, Fy, is 410 MPa. If the ratio of live load to dead load is 3, compute the available strength and determine the maximum total service load, in kN/m, that can be supported. CIVIL ENGINEERING STEEL DESIGN Properties: d=523mm tf = 10.9 mm Ix=399x10mm* Cw=1060x10 mm Sx = 1520 x10³mm³ bf = 207mm Ag = 9100mm² Zx = 1750x10³ mm³ Ho=513mm ry = 42.2mm tw = 8.89mm J=334x10³mm* ly = 16.1x10mm* rts = 52.1mm
A W530×72 is used as a simply supported, uniformly loaded beam with a span length of 15m and continuous lateral support. The yield stress, Fy, is 410 MPa. If the ratio of live load to dead load is 3, compute the available strength and determine the maximum total service load, in kN/m, that can be supported. CIVIL ENGINEERING STEEL DESIGN Properties: d=523mm tf = 10.9 mm Ix=399x10mm* Cw=1060x10 mm Sx = 1520 x10³mm³ bf = 207mm Ag = 9100mm² Zx = 1750x10³ mm³ Ho=513mm ry = 42.2mm tw = 8.89mm J=334x10³mm* ly = 16.1x10mm* rts = 52.1mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:A W530×72 is used as a simply supported, uniformly loaded beam
with a span length of 15m and continuous lateral support. The yield
stress, Fy, is 410 MPa. If the ratio of live load to dead load is 3,
compute the available strength and determine the maximum total
service load, in kN/m, that can be supported.
CIVIL ENGINEERING STEEL DESIGN
Properties:
d=523mm
tf = 10.9 mm
Ix = 399x10mm*
Cw=1060x10 mm
Sx = 1520 x10³mm³
bf = 207mm
Ag = 9100mm²
Zx = 1750x10³ mm³
Ho=513mm
ry = 42.2mm
tw = 8.89mm
J=334x10³mm*
ly= 16.1x106mm4
rts = 52.1mm
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