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A simply supported beam spans 8 m. It carries the uniformly distributed load throughout of its length. Dead Load, D = 15 kN/m (beam weight not included) Live Load, L 10.8 kN/m !! Given: Beam section: W460 x 97 kg/m Area - 12, 320 mm2 Depth, d = 465 mm Flange width, bf 193 mm Web thickness, tw 11 mm Flange thickness, ty 19 mm Zx = 1.89 x 106 mm3 %3D Zy = 2.18 x 106 mm3 E = 200,000 MPa Fy 345 MPa Use LRFD design. What is the design flexural strength (kN-m) at the plastic condition.

A simply supported beam spans 8 m. It carries the uniformly distributed load throughout of its length. Dead Load, D = 15 kN/m (beam weight not included) Live Load, L 10.8 kN/m !! Given: Beam section: W460 x 97 kg/m Area - 12, 320 mm2 Depth, d = 465 mm Flange width, bf 193 mm Web thickness, tw 11 mm Flange thickness, ty 19 mm Zx = 1.89 x 106 mm3 %3D Zy = 2.18 x 106 mm3 E = 200,000 MPa Fy 345 MPa Use LRFD design. What is the design flexural strength (kN-m) at the plastic condition.

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 simply supported beam spans 8 m. It carries the uniformly distributed load throughout of its length. Dead Load, D = 15 kN/m (beam weight not included) Live Load, L = 10.8 kN/m !3! Given: Beam section: W460 x 97 kg/m Area = 12, 320 mm2 %3! Depth, d = 465 mm Flange width, bf = 193 mm Web thickness, tw = 11 mm Flange thickness, ty = 19 mm Zx = 1.89 x 106 mm3 Zy = 2.18 x 106 mm3 %3D E = 200,000 MPa %3! Fy = 345 MPa Use LRFD design. What is the design flexural strength (kN-m) at the plastic condition.
Transcribed Image Text:A simply supported beam spans 8 m. It carries the uniformly distributed load throughout of its length. Dead Load, D = 15 kN/m (beam weight not included) Live Load, L = 10.8 kN/m !3! Given: Beam section: W460 x 97 kg/m Area = 12, 320 mm2 %3! Depth, d = 465 mm Flange width, bf = 193 mm Web thickness, tw = 11 mm Flange thickness, ty = 19 mm Zx = 1.89 x 106 mm3 Zy = 2.18 x 106 mm3 %3D E = 200,000 MPa %3! Fy = 345 MPa Use LRFD design. What is the design flexural strength (kN-m) at the plastic condition.
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