The beam shown in Figure has continuous lateral support lateral support at the ends only. The concentrated loads are live loads. Use A992 steel W260x91. CIVIL ENGINEERING SYEEL DESIGN Properties: d = 353mm t = 16.4 mm Zx=1670x10 mm³ bf = 254mm Ag = 11500mm² ly = 44.5x10mm* tw = 9.53mm lx ry = 62.2mm 266x10 mm Sx = 1520 x10³mm³ a) Check the sections adequacy for Bending. Cb 1.338 b) Check the sections adequacy for Shear. c) Check the sections adequacy for Deflection.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam shown in Figure has continuous lateral support lateral
support at the ends only. The concentrated loads are live loads. Use
A992 steel W260x91. CIVIL ENGINEERING SYEEL
DESIGN
Properties:
d = 353mm
t = 16.4 mm
2x = 1670x10'mm'
bf = 254mm
Ag = 11500mm²
ly = 44.5x10mm*
-9.53mm
266x10 mm
tw =
lx
ry = 62.2mm
Sx = 1520 x10³mm³
a) Check the sections adequacy for Bending. Cb 1.338
b) Check the sections adequacy for Shear.
c) Check the sections adequacy for Deflection.
Transcribed Image Text:The beam shown in Figure has continuous lateral support lateral support at the ends only. The concentrated loads are live loads. Use A992 steel W260x91. CIVIL ENGINEERING SYEEL DESIGN Properties: d = 353mm t = 16.4 mm 2x = 1670x10'mm' bf = 254mm Ag = 11500mm² ly = 44.5x10mm* -9.53mm 266x10 mm tw = lx ry = 62.2mm Sx = 1520 x10³mm³ a) Check the sections adequacy for Bending. Cb 1.338 b) Check the sections adequacy for Shear. c) Check the sections adequacy for Deflection.
Figure:
80kW PORN
1.5m
1.5m
Com
Transcribed Image Text:Figure: 80kW PORN 1.5m 1.5m Com
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