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IN CIVIL ENGINEERING DESIGN WHY WE ARE USING LIMIT STATE
METHOD IS BEST?
I THINK WORKING STRESS METHOD IS BEST?
EX; FOR COLOUMN DESIGN IN LIMIT STATE METHOD AST
IS;1913SQ.MM
SAME TIME WORKING STRESS METHOD IS ;2213.
SO I THINK WORKING STRESS METHOD IS VERY STRONG COMPARE
THEN LIMIT STATE METHOD?
MY OPENING IS CORRECT OR NOT? PLS TO EXPLAIN SIRS
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Answer Posted / somnath
In case of limit state method, before failure of any member it will show some sign like bending and also we considered a safe factor of safety
while in case of working stress method it will not show such signs.
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