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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
40
55
45

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - D/3)²
WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²

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

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

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RCC Structures Design
A foundation rests on

Both B and C
Sub-grade
Base of the foundation
Foundation soil

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 3500/3C
m = 1400/3C
m = 2800/3C

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RCC Structures Design
A very comfortable type of stairs is

Open newel
Dog legged
Straight
Geometrical

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