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

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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