Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 1
- 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
36.
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is
d
n
37.
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than
38.
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon
39.
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
40.
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at
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