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Is there any codal provision for the use of Micro Silica in
concrete?
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The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.
Using 1 lit paint how many sq.ft of wall we can paint. Thanks.
factor which affects design of concrete mix
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