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RCC Structures Design

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

124 cm
120 cm
123 cm
80 cm

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)³
w₁/w₂ = (l₂/l₁)⁴

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
16 cm²
17 cm²
15 cm²

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal
None of these
With the vertical
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Thrice the diameter
Twice the diameter
Four times the diameter

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
2.5
Less than 2

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