Computer · Design of Steel Structures
A welded plate girder is subjected to major axis bending. The girder has a web depth d = 1200 mm and web thickness tw = 10 mm. The girder carries a factored shear force of 900 kN. As per IS 800 provisions, determine the design shear stress in the web using the shear area for welded sections.
- 1105 MPa
- 290 MPa
- 375 MPa✓
- 460 MPa
Correct answer
75 MPa
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