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A W 18 x 40 are spaced at 2.4 m on center. The beams are simply supported on a span length of 9 m. and support a 150 mm thick reinforced concrete slab. Assume A36 steel and full lateral support of the compression flange. Unit weight of the concrete is 24 kN/m³. 2.4 2.4 h-393.7 mm Properties of W 18 x 40 (wt. beam - 60 kg/m) A = 7613 mm? d- 454.66 mm tf = 13.34 mm bf = 152.78 m tw = 8 mm Sx = 1121 x 10° mm³ Zx = 1285 x 10° mm³ Fy = 248 MPa Determine the ultimate shear strength of the section (kN)

A W 18 x 40 are spaced at 2.4 m on center. The beams are simply supported on a span length of 9 m. and support a 150 mm thick reinforced concrete slab. Assume A36 steel and full lateral support of the compression flange. Unit weight of the concrete is 24 kN/m³. 2.4 2.4 h-393.7 mm Properties of W 18 x 40 (wt. beam - 60 kg/m) A = 7613 mm? d- 454.66 mm tf = 13.34 mm bf = 152.78 m tw = 8 mm Sx = 1121 x 10° mm³ Zx = 1285 x 10° mm³ Fy = 248 MPa Determine the ultimate shear strength of the section (kN)

Structural Analysis
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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A W 18 x 40 are spaced at 2.4 m on center. The beams are simply supported on a span length of 9 m. and support a 150 mm thick reinforced concrete slab. Assume A36 steel and full lateral support of the compression flange. Unit weight of the concrete is 24 KN/m?. by 2.4 2.4 2.4 9 m h- 393.7 mm 24 Properties of W 18 x 40 (wt. beam = 60 kg/m) A = 7613 mm? d = 454.66 mm tf = 13.34 mm bf = 152.78 m tw = 8 mm Sx = 1121 x 10° mm³ Zx = 1285 x 10° mm3 Fy = 248 MPa Determine the ultimate shear strength of the section (kN)
Transcribed Image Text:A W 18 x 40 are spaced at 2.4 m on center. The beams are simply supported on a span length of 9 m. and support a 150 mm thick reinforced concrete slab. Assume A36 steel and full lateral support of the compression flange. Unit weight of the concrete is 24 KN/m?. by 2.4 2.4 2.4 9 m h- 393.7 mm 24 Properties of W 18 x 40 (wt. beam = 60 kg/m) A = 7613 mm? d = 454.66 mm tf = 13.34 mm bf = 152.78 m tw = 8 mm Sx = 1121 x 10° mm³ Zx = 1285 x 10° mm3 Fy = 248 MPa Determine the ultimate shear strength of the section (kN)
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