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
41.
For spans upto 10 m, the safe span to depth ratio for
42.
The angle of inclination of the lacing bars with axis of the member is kept between
43.
The distance of the critical section for shear from the periphery of the column or drop panal is at a distance (where d is effective depth of flat slab).
44.
If fck is characteristic compressive strength of concrete, the flexural and split tensile strength fcr = afck N/mm2 where the value of a is
45.
Pick up the correct statement from the following:
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