Determine the required section modulus without exceeding the allowable bending stress. 2. Determine the section modulus of the wide flange. 3. Determine the width of top and bottom reinforcing plates 12mm thick if necessary.
Determine the required section modulus without exceeding the allowable bending stress. 2. Determine the section modulus of the wide flange. 3. Determine the width of top and bottom reinforcing plates 12mm thick if necessary.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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 = 1.16x109 mm4
. Its web thickness is 10mm and has a simple
span of 9m. A 40 kN/m uniform load is loaded throughout its span and 200kN load acting at midspan. Allowable
bending stress of the beam is 148.8 MPa.
Situation No. 1
1. Determine the required section modulus without exceeding the allowable bending stress.
2. Determine the section modulus of the wide flange.
3. Determine the width of top and bottom reinforcing plates 12mm thick if necessary.
4. Determine the length of top and bottom reinforcing plates if necessary.
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