A simply supported beam spans 8 m. It carries the uniformly distributed loadthroughout 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/mArea = 12, 320 mm2%3!Depth, d = 465 mmFlange width, bf = 193 mmWeb thickness, tw = 11 mmFlange thickness, ty = 19 mmZx = 1.89 x 106 mm3Zy = 2.18 x 106 mm3%3DE = 200,000 MPa%3!Fy = 345 MPaUse LRFD design.What is the design flexural strength (kN-m) at the plastic condition.

Given : W460X97 section LRFD design Length = 8 m Dead load = 15kN/m Live load = 10.8 kN/m

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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