Civil Engineering - Structural Design Specifications
Exercise : Structural Design Specifications - Section 2
- Structural Design Specifications - Section 1
- Structural Design Specifications - Section 2
- Structural Design Specifications - Section 3
16.
For concreting of heavily reinforced sections without vibration, the workability of concrete should be
17.
If b is actual width of a flange, Dt is the thickness of the flange, bω is the breath of the web, lo is the distance between the points of zero moments in a beam, the effective width of the flange, is
18.
The thickness 't' of a rectangular column base which is provided for distributing the load uniformly, is calculated from the formula
19.
In the formula a + bk for the calculation of the net effective section of single tee in tension connected by flange to the same side of the same side of the gusset, the value of 'k' is taken
20.
All reinforcement should be free from
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