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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