Permissible Stress Limits as per IS800 – Quiz and Interview Questions February 14, 2016July 26, 2015 by Anand PaulTake a Quiz on Quiz on Permissible Stress Limits as per IS800 all questions are to be answered w.r.t IS800 Steel Design Code 1. Maximum Permissible stress in axial compression for columns σac =0.66fy0.6fy0.4fy0.87fy2. Maximum Permissible stress in axial tension for design of tension members σab =0.66fy0.8fy0.6fynone of above3. Maximum Permissible stress in bending compression for design of beams and plate girders σbc =0.87fy0.6fy0.66fy0.8fy4. Maximum Permissible stress in bending tension for design of beams and plate girders σbc =0.87fy0.6fy0.66fy0.8fy5. Maximum permissible average stress in an element Τva =0.44fy0.4fy0.42fy0.6fynone of above6. Permissible maximum shear stress in an element Τvm =0.44fy0.4fy0.45fynone of above7. Maximum permissible bearing stress at junction of two materials σp =0.87fy0.6fy0.75fy0.7fy8. When wind and earthquake loads are considered, permissible stresses in steel substructure are increased by33 %25 %30 %should not be increased9. When wind and earthquake loads are considered, permissible stresses in connection (river & weld) are increased by25 %30 %24 %33 %10. Maximum permissible local deflection in elements =span / 240span / 500span / 600span / 74011. Maximum permissible global deflection in design of elements =span / 250span / 325span / 400span / 425Be sure to click Submit Quiz to see your results! Name Email Time is Up! [mlw_quizmaster_leaderboard mlw_quiz=7]