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A simply supported beam is made up of A36 steel with Fy=245 MPa and is laterally unsupported all throughout. Determine the allowable bending stress for a span of 5m. Consider that the beam is a rolled wide-flange section. Use the properties of the designated wide-flange section below. a. Determine the design flexural strength (in MPa). b. Determine the ultimate live load (in kN/m) that the beam could carry.

A simply supported beam is made up of A36 steel with Fy=245 MPa and is laterally unsupported all throughout. Determine the allowable bending stress for a span of 5m. Consider that the beam is a rolled wide-flange section. Use the properties of the designated wide-flange section below. a. Determine the design flexural strength (in MPa). b. Determine the ultimate live load (in kN/m) that the beam could carry.

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 is made up of A36 steel with Fy=245 MPa and is laterally unsupported all throughout. Determine the allowable bending stress for a span of 5m. Consider that the beam is a rolled wide-flange section. Use the properties of the designated wide-flange section below. a. Determine the design flexural strength (in MPa). b. Determine the ultimate live load (in kN/m) that the beam could carry.
Flange Web Mass Area Thickness thickness Depth (mm) Wid th (kg/m) (mm²) (mm) (mm) (mm) 314 40100 785 384 33.5 19.7 Axis X-X Axis Y-Y S= Ilc (10° mm³) S = Ilc (10 mm) r= VIJA r= VIJA (10“ mm*) (mm) (10° mm4) (mm) 4 290 10 900 328 315 1 640 88.6
Transcribed Image Text:Flange Web Mass Area Thickness thickness Depth (mm) Wid th (kg/m) (mm²) (mm) (mm) (mm) 314 40100 785 384 33.5 19.7 Axis X-X Axis Y-Y S= Ilc (10° mm³) S = Ilc (10 mm) r= VIJA r= VIJA (10“ mm*) (mm) (10° mm4) (mm) 4 290 10 900 328 315 1 640 88.6
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