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RCC Structures Design

RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
8 mm
10 mm
12 mm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
1
4 %
6

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

Nil
200 kg/cm²
75 kg/m³
150 kg/m²

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

Atft (d - n/3)
½ n₁ (1 - n₁/3) cbd²
bn (fc/2) (d - n/3)
All listed here

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
40
25
30

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/P
WL/2P
WL/4P

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