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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:SITUATION.
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 beam, Mu.
Given:
Resistance Factor for Flexure = 0.90
Factored Load Combination, U = 1.2D + 1.6L
134.8
115.9
83.8
99.1
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