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 streng

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
Depth
(mm)
Mass
Area
Width
Thickness
thickness
(kg/m)
(mm²)
(mm)
(mm)
(mm)
314
40100
785
384
33.5
19.7
Ахs X-X
Axis Y-Y
S= I/c
(10' mm')
r = VIJA
S = lfc
(10' mm')
(10“ mm²)
(mm)
(10° mm)
(mm)
4 290
10 900
328
315
1 640
88.6
Transcribed Image Text:Flange Web Depth (mm) Mass Area Width Thickness thickness (kg/m) (mm²) (mm) (mm) (mm) 314 40100 785 384 33.5 19.7 Ахs X-X Axis Y-Y S= I/c (10' mm') r = VIJA S = lfc (10' mm') (10“ mm²) (mm) (10° mm) (mm) 4 290 10 900 328 315 1 640 88.6
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