How you read 5x3x1 #4 @ 20" 0/C in steel structure?
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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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If the first roof slab is not deshuttering in this time shall I start column raising work in second roof is it correct or not
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WHY SHOULD WE HIREYOU OVER THE OTHERS WAITING TO THE INTERVIEW?
the building construction what type of equipments are used in site and its purpose?
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