show complete solution. need asap Table User Note 506.1.1Selection Table for the Application of Section 506 SectionsLimitSectionCross SectionFlangeSlendernessWebSlendernessStates506.2I 13CCY, LTB506.3INC, SCLTB, FLB...All limit506.12UnsymmetricalShapesN/AN/AstatesSITUATION. A W section is used as a beam with a simple span of 6 m. Thebeam carries a total uniform ultimate load (dead plus live) of 80 kN/m includingselfweight.Properties of W section:tw = 9.91 mmk = 30.5 mmrx = 134 mmA = 12300 mm²d = 307 mmbf = 305 mmtf = 15.40 mmYield Strength, Fy = 345 MPalx = 222 x 106 mm4Zx = 1590 x 10³ mmSx = 1440 x 10³ mm³ry = 76.7 mmJ = 907 x 10³ mm4rts = 85 mmStrength reduction factor (for flexure), p = 0.90Cb = 1.1361. Evaluate the ultimate moment capacity if it is laterally supported at midspan.2.Evaluate the ultimate moment capacity if the beam is laterally unsupported.3.Evaluate the ultimate moment capacity if the beam is 12 meters long withno lateral supports.

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SITUATION. A W section is used as a beam with a simple span of 6 m. The beam carries a total uniform ultimate load (dead plus live) of 80 kN/m including selfweight. Properties of W section: tw = 9.91 mm k = 30.5 mm A = 12300 mm² d = 307 mm lx = 222 x 106mm² rx = 134 mm bf = 305 mm Zx = 1590 x 10³ mm Sx 1440 x 10³ mm³ tf = 15.40 mm ry = 76.7 mm J = 907 x 10³ mm² rts = 85 mm Cb = 1.136 Yield Strength, Fy = 345 MPa Strength reduction factor (for flexure), p = 0.90 1. Evaluate the ultimate moment capacity if it is laterally supported at midspan. 2. Evaluate the ultimate moment capacity if the beam is laterally unsupported. 3. Evaluate the ultimate moment capacity if the beam is 12 meters long with no lateral supports.

SITUATION. A W section is used as a beam with a simple span of 6 m. The beam carries a total uniform ultimate load (dead plus live) of 80 kN/m including selfweight. Properties of W section: tw = 9.91 mm k = 30.5 mm A = 12300 mm² d = 307 mm lx = 222 x 106mm² rx = 134 mm bf = 305 mm Zx = 1590 x 10³ mm Sx 1440 x 10³ mm³ tf = 15.40 mm ry = 76.7 mm J = 907 x 10³ mm² rts = 85 mm Cb = 1.136 Yield Strength, Fy = 345 MPa Strength reduction factor (for flexure), p = 0.90 1. Evaluate the ultimate moment capacity if it is laterally supported at midspan. 2. Evaluate the ultimate moment capacity if the beam is laterally unsupported. 3. Evaluate the ultimate moment capacity if the beam is 12 meters long with no lateral supports.

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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