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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.6
0.7
0.9

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
As one sixth of overall height of the wall
Equal to heel slab
Below ground surface

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
30
50

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

10 mm
6 mm
12 mm
8 mm

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.796 %
0.596 %
0.696 %

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

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