W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal concentration dead load, P at every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m including dead weight Properties A = 11500 mm d= 350 mm = 250 mm = 266x10 mm = 45x10° mm F 248 MPa by = 16 mm tw= 10 mm a) Determine the value of P based on flexure Fb = 0.66 Fy b) Determine the value of P base on shear Fv = 0.40 Fy c) Determine the additional live load based on deflection if the allowable deflection is 1/360 of the Length for the camber to offset for the dead load,

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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steel design

W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal concentration
dead load, P at every quarter points and uniform dead load, 5 kN/m and live load 72 kN/m including
dead weight.
Properties
A=11500 nm
d= 350 mm
250 mm
I= 266x10 mm
= 45x10° mm
F = 248 MPa
by
t= 16 mm
tw= 10 mm
a) Determine the value of P based on flexure Fb = 0.66 Fy
b) Determine the value of P base on shear Fv = 0.40 Fy
c) Determine the additional live load based on deflection if the allowable deflection is 1/360h of the
Length for the camber to offset for the dead load.
Transcribed Image Text:W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal concentration dead load, P at every quarter points and uniform dead load, 5 kN/m and live load 72 kN/m including dead weight. Properties A=11500 nm d= 350 mm 250 mm I= 266x10 mm = 45x10° mm F = 248 MPa by t= 16 mm tw= 10 mm a) Determine the value of P based on flexure Fb = 0.66 Fy b) Determine the value of P base on shear Fv = 0.40 Fy c) Determine the additional live load based on deflection if the allowable deflection is 1/360h of the Length for the camber to offset for the dead load.
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