YS-STL-BS-01

STEEL SECTION ANALYSIS

https://drive.google.com/file/d/1gH3z8W8Nfn7Xfos9t0n4Fi8pCAUSk0Rm/view?usp=sharing

Problem

Determine structural steel section that meant to resist 46.5kNm bending moment about its minor axis and 25kN of shear force. Use steel grade S355.

Solution

  1. Select a structural steel section.
  2. Determine the section class by referring to cl.3.5.2, BS5950-1:2000.
  3. Calculate the axial resistance of the section by referring to cl.4.8.3.2, BS5950-1:2000.
  4. Determine the moment resistance by referring to cl.4.2.5, BS5950-1:2000.
  5. Determine the shear resistance by referring to cl.4.2.3, BS5950-1:2000.
  6. Calculate the capacity ratio as per cl.4.8.3.2, BS5950-1:2000.


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