A steel beam is made up of a wide flange section whose total depth is 600mm, width of the flange is 300mm and has a flange thickness of 20mm, Its web is 10mm and has a simple span of 9m. A 40Kn/m uniform load is loaded throughout its span and 200KN load acting upon at midspan. Determine the width top and bottom reinforcing plates 12mm thick if necessary in mm
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Determine the required section modulus w/o exceeding allowable bending stress without exceeding allowable bending stress.
Section modulus of wide flange.
Radius of Gyration.
Determine the width and top bottom of reinforcing plates 12mm thick necessary.
Determine the length of top and bottom of reinforcing plates necessary.
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