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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On columns
On beams
On columns monolithically built with slab

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level
All of the listed here
Continued up
Stopped just below the floor level and separate lap bars provided

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
30°
45°
All listed here

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High tension steel
Mild steel
High carbon steel

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
√(M/Q)
M/100Q
√(M/100Q)

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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
30
40
50

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