Situation 4: A W530 x 92 simply supported beam has a length of 12 m. The beam supports a superimposed dead load of 12 kN/m and equal concentrated load of "P" at quarter points. Thecompression flange is laterally supported at point loads and the reactions. Use A 36 steel Fy = 250MPaProperties of W 530 x 92A 11800 mm²d = 533 mmbf = 209 mmtf = 15.6 mmtw = 10.2 mmrts 54.6 mmry = 45.0 mmkdes 28.4 mmSx = 2080 x 10³ mm³Zx 2360 x 10³ mm³J= 762 x 10³ mm³Cw=1600 x 10⁹ mm1. What is the maximum laterally unbraced length at which the nominal moment capacity maybetaken at FyZx?)2. What is the allowable moment? use Cb = 1.49113. What is the allowable load "P" so that it will not exceed its allowable stress design (4. What is the allowable load P so that it will not exceed the allowable shearing stress?5. What is the allowable moment if the beam is laterally support at supports only? Use 1.4911

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Situation 4: A W530 x 92 simply supported beam has a length of 12 m. The beam supports a super imposed dead load of 12 kN/m and equal concentrated load of "P" at quarter points. The compression flange is laterally supported at point loads and the reactions. Use A 36 steel Fy = 250 MPa Properties of W 530 x 92 A = 11800 mm² d = 533 mm bf = 209 mm tf = 15.6 mm tw = 10.2 mm rts = 54.6 mm ry = 45.0 mm kdes 28.4 mm Sx=2080 x 10³ mm³ Zx = 2360 x 10³ mm³ J = 762 x 10³ mm³ Cw=1600 x 10 mm 1. What is the maximum laterally unbraced length at which the nominal moment capacity maybe taken at FyZx? 2. What is the allowable moment? use Cb = 1.4911 3. What is the allowable load "P" so that it will not exceed its allowable stress design ( 4. What is the allowable load P so that it will not exceed the allowable shearing stress? 5. What is the allowable moment if the beam is laterally support at supports only? Use 1.4911

Situation 4: A W530 x 92 simply supported beam has a length of 12 m. The beam supports a super imposed dead load of 12 kN/m and equal concentrated load of "P" at quarter points. The compression flange is laterally supported at point loads and the reactions. Use A 36 steel Fy = 250 MPa Properties of W 530 x 92 A = 11800 mm² d = 533 mm bf = 209 mm tf = 15.6 mm tw = 10.2 mm rts = 54.6 mm ry = 45.0 mm kdes 28.4 mm Sx=2080 x 10³ mm³ Zx = 2360 x 10³ mm³ J = 762 x 10³ mm³ Cw=1600 x 10 mm 1. What is the maximum laterally unbraced length at which the nominal moment capacity maybe taken at FyZx? 2. What is the allowable moment? use Cb = 1.4911 3. What is the allowable load "P" so that it will not exceed its allowable stress design ( 4. What is the allowable load P so that it will not exceed the allowable shearing stress? 5. What is the allowable moment if the beam is laterally support at supports only? Use 1.4911

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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