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RCC Structures Design

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

35
40
50
30

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile reinforcement
Neutral axis of the beam
Tensile edge
Longitudinal central axis

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
8d
4d
16d

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

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation
Not be uniform

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Kept uniform throughout
Increased gradually towards the edge
Decreased gradually towards the edge

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