Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 3
- RCC Structures Design - Section 1
- RCC Structures Design - Section 2
- RCC Structures Design - Section 3
- RCC Structures Design - Section 4
- RCC Structures Design - Section 5
31.
If the size of a column is reduced above the floor, the main bars of the columns, are
32.
The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as
33.
The minimum clear cover for R.C.C. columns shall be
34.
If jd is the lever arm and ΣO is the total perimeter of reinformcement of an R.C.C. beam, the bond stress at the section having Q shear force, is
35.
If the loading on a prestressed rectangular beam, is uniformly distributed, the tendon to be provided should be .
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