what is the minimum % of steel use in columns ?
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Answer / mukesh, manu from govt poly jh
Minimum 0.8% & maximum limit can be 6% within limit of cross sectional area of column
| Is This Answer Correct ? | 12 Yes | 0 No |
Answer / s.ganesan
The minimum % of steel in column is 0.85% of bD and the
maximum is 4 % of bD. D is the over all depth not effective
depth.
| Is This Answer Correct ? | 1 Yes | 3 No |
Answer / saravanan
how calculate load bearing capacity of coloumn?
| Is This Answer Correct ? | 0 Yes | 2 No |
In IS:456-2000 the workability of concrete is given in mm (slump)in cl.7.1. In IS:10262-1982, cl.3.3.4 & table-6 says +/- 3 percent adjustment is required in the quantity of water (calculated as per table-4 or 5), for each increase or decrease in the value of compacting factor (i.e. workability of concrete) by 0.1. How it is possible to calculate the exact quantity of water required for a particular grade of concrete? What is the relation between Slump & Compacting factor of concrete?
indiploma civil engineering student r studied is456-1978. but in practicial we r using 2000 version i think 1978 version didn't use the student. any openion?
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