W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal concentrationdead load. Pat every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m includingdead weight.PropertiesA = 11500 mm?d = 350 mmb, = 250 mmy = 16 mmI = 266x 10" mm'y = 45x10 mm%3!248 MPa%3D10 mma) Determine the value of P based on flexure Fb 0.66 Fyb) Determine the value of P base on shear Fv = 0.40 FyDetermine the additional live load based on deflection if the allowable deflection is 1/360* of theLength for the camber to offset for the dead load.

Beam with loading - Reaction at Each End = 12.2*8 / 2 + P + P/2 = 48.8 + 1.5P kN So, Maximum Shear…

W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal con dead load. Pat every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m dead weight. Properties A = 11500 mm2 d = 350 mm Ix 266x 10 mm' 45x106 mm F %3D h, = 250 mm 248 MPa %3D 16 mm 10 mn a) Determine the value of P based on flexure Fb = 0.66 Fy

W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal con dead load. Pat every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m dead weight. Properties A = 11500 mm2 d = 350 mm Ix 266x 10 mm' 45x106 mm F %3D h, = 250 mm 248 MPa %3D 16 mm 10 mn a) Determine the value of P based on flexure Fb = 0.66 Fy

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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