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A steel beam is made up of a wide flange section whose total depth is 600mm, width of the flange is 300mm, flange thickness of 20mm and moment of inertia Ix- 1.16x109mm4. Its web thickness is 10mm and has a simple span of 9m. A 40kN/m uniform load is loaded throughout its span and 200kN load acting at mid span. Allowable bending stress of the beam is 148Mpa. I Mmax = Fb = 0.6Fy Fb = Sx: M WL² 8 Sx + PL 4 c = depth from top of the section to midheight Determine the width top and bottom reinforcing plates 12mm thick if necessary

A steel beam is made up of a wide flange section whose total depth is 600mm, width of the flange is 300mm, flange thickness of 20mm and moment of inertia Ix- 1.16x109mm4. Its web thickness is 10mm and has a simple span of 9m. A 40kN/m uniform load is loaded throughout its span and 200kN load acting at mid span. Allowable bending stress of the beam is 148Mpa. I Mmax = Fb = 0.6Fy Fb = Sx: M WL² 8 Sx + PL 4 c = depth from top of the section to midheight Determine the width top and bottom reinforcing plates 12mm thick if necessary

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 steel bear is made up of a wide flange section whose total depth is 600mm, width of the flange is 300mm, flange thickness of 20mm and moment of inertia Ix- 1.16x109mm4. Its web thickness is 10mm and has a simple span of 9m. A 40kN/m uniform load is loaded throughout its span and 200kN load acting at mid span. Allowable bending stress of the beam is 148Mpa. I 182.36mm 281.52mm Mmax = 293.60mm Fb = 0.6Fy Fb = M Sx WL² 8 I Sx = - Determine the width top and bottom reinforcing plates 12mm thick if necessary Select the correct response + PL 4 c = depth from top of the section to midheight
Transcribed Image Text:A steel bear is made up of a wide flange section whose total depth is 600mm, width of the flange is 300mm, flange thickness of 20mm and moment of inertia Ix- 1.16x109mm4. Its web thickness is 10mm and has a simple span of 9m. A 40kN/m uniform load is loaded throughout its span and 200kN load acting at mid span. Allowable bending stress of the beam is 148Mpa. I 182.36mm 281.52mm Mmax = 293.60mm Fb = 0.6Fy Fb = M Sx WL² 8 I Sx = - Determine the width top and bottom reinforcing plates 12mm thick if necessary Select the correct response + PL 4 c = depth from top of the section to midheight
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