Problem 1. A W section is used as a beam without lateral support. A36 steel is used with Fy=248 MPa. Compute the allowable bending stress(MPa) if it has a simple span of 9 m. Properties of W Section A=24709.6 mm2 d 840.74 mm b= 292.35 mm ty 21.72 mm tw 14.73 mm 1=2792.9 x 106 mm I, = 90.74 x 106 mm Sx = 6653.15 x 103 mm %3D %3D %3D Sy 621.07 x 103 mm ry 335.28 mm = 60.45 mm A. De %3D %3D Fla Ty Fla

Structural Analysis
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Author:KASSIMALI, Aslam.
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Exercise No. 1
Problem 1. A W section is used as a beam without
lateral support. A36 steel is used with Fy3D248 MPa.
Compute the allowable bending stress(MPa) if it has
a simple span of 9 m.
Properties of W Section
A=24709.6 mm2
d 840.74 mm
tw3D14.73 mm
I 2792.9 x 106 mm
I, 90.74 x 106 mm
S= 6653.15 x 103 mm
b= 292.35 mm
ty%3D21.72mm
We
Ar
Sy 621.07 x 103 mm
%3D
De
ry=335.28 mm
Fla
Ty = 60.45 mm
Flar
Wel
Mor
Sect
Ime
tw
mm
d.
by
Transcribed Image Text:Exercise No. 1 Problem 1. A W section is used as a beam without lateral support. A36 steel is used with Fy3D248 MPa. Compute the allowable bending stress(MPa) if it has a simple span of 9 m. Properties of W Section A=24709.6 mm2 d 840.74 mm tw3D14.73 mm I 2792.9 x 106 mm I, 90.74 x 106 mm S= 6653.15 x 103 mm b= 292.35 mm ty%3D21.72mm We Ar Sy 621.07 x 103 mm %3D De ry=335.28 mm Fla Ty = 60.45 mm Flar Wel Mor Sect Ime tw mm d. by
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