Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 4
- 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
16.
If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a superload on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is
17.
Lapped splices in tensile reinforcement are generally not used for bars of size larger than
18.
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm2, the beam
19.
In a slab, the pitch of the main reinforcement should not exceed its effective depth
20.
The modular ratio m of a concrete whose permissible compressive stress is C, may be obtained from the equation.
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