steel design W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal concentrationdead load, P at every quarter points and uniform dead load, 5 kN/m and live load 72 kN/m includingdead weight.PropertiesA=11500 nmd= 350 mm250 mmI= 266x10 mm= 45x10° mmF = 248 MPabyt= 16 mmtw= 10 mma) Determine the value of P based on flexure Fb = 0.66 Fyb) Determine the value of P base on shear Fv = 0.40 Fyc) Determine the additional live load based on deflection if the allowable deflection is 1/360h of theLength for the camber to offset for the dead load.

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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,

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

Problem 1P

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