Answers were Sorted based on User's Feedback
Answer / mustafa mohd layeak
Minimum reinforcent in columns = 0.87% of c/sect column
area and a column must atleast have 4 bars, as per IS code
a maximum of 6% is allowed but it is advised to restrict it
at 3 to 4 % due to practical problem of spacing between
bars for concrete placing.
|Is This Answer Correct ?||14 Yes||3 No|
Answer / robert
CSA A23.3 prescribes that the ratio of reinforcement range
from 1% to 8%.
It's common practice to have a reinforcement ratio in the
range of 1% to 4%. So the minimum is 0.01* (Area gross)
However, a reinforcement ratio less than 1% but larger than
0.5% may be used provided that the axial and flexural
resistances are multiplied by a correction factor.
|Is This Answer Correct ?||8 Yes||2 No|
Answer / sakthi
|Is This Answer Correct ?||0 Yes||1 No|
how many mason and labaur work for a 1 brass bricks plz let me know the calculate & how to made calculation for this and whats the formulas for this?
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about higyway engineering
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