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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introducing Given data
VIEWStep 2: Check for compactness of section
VIEWStep 3: Calculation of Mp
VIEWStep 4: Calculation of Lr
VIEWStep 5: Calculation of Mn
VIEWStep 6: Checking adequacy of beam in bending
VIEWStep 7: Checking adequacy of beam in shear
VIEWStep 8: Calculation of C1
VIEWStep 9: Checking adequacy of beam in deflection
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