Civil Engineering - Structural Design Specifications
Exercise : Structural Design Specifications - Section 1
- Structural Design Specifications - Section 1
- Structural Design Specifications - Section 2
- Structural Design Specifications - Section 3
41.
The value of fbct in the formula for calculating the thickness of a Rectangular base, according to IS : 800-1982, is
42.
The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed
43.
In adverse circumtances, the reinforced concrete member immersed in sea water or subjected to sea spray, the maximum permissible cover for the reinforcing bars, should not exceed
44.
If a column is subjected to dead load and super imposed load only, the maximum ratio should not be greater than
45.
If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsupported length should be restricted to
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