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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is free from moisture
Is not cohesive
All listed here

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
5 mm
7 mm
6 mm

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

20 cm
25 cm
30 cm
35 cm

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Load factor method
Ultimate load method
Modular ratio method
None of these

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.4
0.5
0.6

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