Permissible Stress Limits as per IS800 – Quiz and Interview Questions

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all questions are to be answered w.r.t IS800 Steel Design Code

1. Maximum Permissible stress in axial compression for columns σac =
2. Maximum Permissible stress in axial tension for design of tension members σab =
3.

Maximum Permissible stress in bending compression for design of beams and plate girders σbc =

4. Maximum Permissible stress in bending tension for design of beams and plate girders σbc =
5. Maximum permissible average stress in an element Τva =
6. Permissible maximum shear stress in an element Τvm =
7. Maximum permissible bearing stress at junction of two materials σp =
8.

When wind and earthquake loads are considered, permissible stresses in steel substructure are increased by

9. When wind and earthquake loads are considered, permissible stresses in connection (river & weld) are increased by
10. Maximum permissible local deflection in elements =
11. Maximum permissible global deflection in design of elements =

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