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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

0.9
0.8
0.7
0.6

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
35°
55°
25°

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Grashoff formula
Marcus formula
Rankine formula

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Square with corners chamfered
Octagonal
Square

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
12 cm to 15 cm
8 cm to 10 cm
10 cm to 12 cm

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