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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
120 cm
80 cm
124 cm

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
58 d
38 d
28 d

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - 2D/3)²

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RCC Structures Design
The minimum head room over a stair must be

230 cm
200 cm
205 cm
210 cm

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

Stainless
High tension steel
Mild steel
High carbon steel

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Mid span
Supports
Quarter span

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