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
Answer Posted / arif
in limit state method a factory of safety of 0.5 will be
considered (eg: for designing a colum of 1KN factor of
safety 0.5 will be multiplied hence it will become 1.5) so
column withstand even if it is loaded more than its required
capacity
in working stress method the column is designed only for 1
KN load.
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