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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
200 kg/m²
Nil
150 kg/cm²

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

200 cm
210 cm
230 cm
205 cm

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

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
40 %
50 %
20 %

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
1400 kg/cm²
190 kg/cm²
230 kg/cm²

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
Circular columns is 6
All listed here
Rectangular columns is 4

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