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
46.
The value of the constant K in the formula 
for determining the minimum area of tension reinforcement in a beam is
for determining the minimum area of tension reinforcement in a beam is47.
The concrete may be accepted if the average equivalent cube strength of the cores, is at least 85% of the cube strength of the concrete grade at the specified age and no individual core possesses strength less than
48.
The slenderness ratio of a tie in a roof truss if subjected to action of wind and seismic forces, should not be greater than
49.
For concreting of shallow sections with vibration, the work ability of concrete should be
50.
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness
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