A steel beam is simply supported on a span of 12 meters. Given: Section: W410mm x 100 kg/m Area, A= 12,710 mm^2 Flange width, bf = 260 mm Flange thickness, tf = 17 mm Web thickness, tw = 10 mm Moment of Inertia, Ix = 397 x 10^6 mm^4 Moment of Inertia, ly = 49 x 10^6 mm^4 Modulus of Elasticity, E = 200 GPa Plastic Modulus, Zx = 2.13 x 10^6 mm^3 Plastic Modulus. Zy = 0.58 x 10^6 mm^3 Steel Yield Strength, Fy = 414 MPa Loads Causing Bending about the Major X-axis Super-imposed Dead Load = 10 kN/m Live Load at Midspan = P KN Determine the load P (kN) based on the design flexural strength of the Given: Resistance Factor for Flexure = 0.90 Factored Load Combination, U = 1.2D + 1.6L 134.8 115.9 83.8 99.1

A steel beam is simply supported on a span of 12 meters. Given: Section: W410mm x 100 kg/m Area, A= 12,710 mm^2 Flange width, bf = 260 mm Flange thickness, tf = 17 mm Web thickness, tw = 10 mm Moment of Inertia, Ix = 397 x 10^6 mm^4 Moment of Inertia, ly = 49 x 10^6 mm^4 Modulus of Elasticity, E = 200 GPa Plastic Modulus, Zx = 2.13 x 10^6 mm^3 Plastic Modulus. Zy = 0.58 x 10^6 mm^3 Steel Yield Strength, Fy = 414 MPa Loads Causing Bending about the Major X-axis Super-imposed Dead Load = 10 kN/m Live Load at Midspan = P KN Determine the load P (kN) based on the design flexural strength of the Given: Resistance Factor for Flexure = 0.90 Factored Load Combination, U = 1.2D + 1.6L 134.8 115.9 83.8 99.1

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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