The beam shown in Figure has continuous lateral support lateralsupport at the ends only. The concentrated loads are live loads. UseA992 steel W260x91. CIVIL ENGINEERING SYEELDESIGNProperties:d = 353mmt = 16.4 mm2x = 1670x10'mm'bf = 254mmAg = 11500mm²ly = 44.5x10mm*-9.53mm266x10 mmtw =lxry = 62.2mmSx = 1520 x10³mm³a) Check the sections adequacy for Bending. Cb 1.338b) Check the sections adequacy for Shear.c) Check the sections adequacy for Deflection. Figure:80kW PORN1.5m1.5mCom

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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 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.

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

Section: Chapter Questions

Problem 1P

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Question

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.

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Step 1: Introducing Given data

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Step 2: Check for compactness of section

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Step 3: Calculation of Mp

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Step 4: Calculation of Lr

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Step 5: Calculation of Mn

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Step 6: Checking adequacy of beam in bending

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Step 7: Checking adequacy of beam in shear

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Step 8: Calculation of C1

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Step 9: Checking adequacy of beam in deflection

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