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)%3DLive Load, L = 10.8 kN/mGiven:Beam section: W460 x 97 kg/mArea - 12, 320 mm?Depth, d - 465 mm%3DFlange width, bf = 193 mmWeb thickness, t = 11 mm!!Flange thickness, t - 19 mmZx - 1.89 x 106 mmZy - 2.18 x 10° mmE-200,000 MPaFy- 345 MPa Depth, d= 465 mmFlange width, bf -193 mmWeb thickness, tw - 11 mmFlange thickness, ty - 19 mmZx - 1.89 x 10° mmZy = 2.18 x 10° mmE-200,000 MPaFy = 345 MPaUse LRFD design.What is the design flexural strength (kN-m) at the plastic condition.

Steel beam.. W section Calculate of flexure strength at 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 mm? Depth, d - 465 mm Flange width, bf 193 mm Web thickness, tw 11 mm %3D Flange thickness, t- 19 mm Zx - 1.89 x 10° mm Zy - 2.18 x 106 mm E-200,000 MPa Fy- 345 MPa

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 mm? Depth, d - 465 mm Flange width, bf 193 mm Web thickness, tw 11 mm %3D Flange thickness, t- 19 mm Zx - 1.89 x 10° mm Zy - 2.18 x 106 mm E-200,000 MPa Fy- 345 MPa

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

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)
%3D
Live Load, L = 10.8 kN/m
Given:
Beam section: W460 x 97 kg/m
Area - 12, 320 mm?
Depth, d - 465 mm
%3D
Flange width, bf = 193 mm
Web thickness, t = 11 mm
!!
Flange thickness, t - 19 mm
Zx - 1.89 x 106 mm
Zy - 2.18 x 10° mm
E-200,000 MPa
Fy- 345 MPa

Depth, d= 465 mm
Flange width, bf -193 mm
Web thickness, tw - 11 mm
Flange thickness, ty - 19 mm
Zx - 1.89 x 10° mm
Zy = 2.18 x 10° mm
E-200,000 MPa
Fy = 345 MPa
Use LRFD design.
What is the design flexural strength (kN-m) at the plastic condition.

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