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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/15th of span
1/30th of span
1/20th of span

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r/1 + r²) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r⁴) M

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

None of these
WR²/16
3WR²/16
2WR²/16

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
7 mm
6 mm
4 mm

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
High tension steel
Mild steel
Stainless

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
35°
55°
25°

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