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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