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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
15 mm
12 mm
11 mm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
15
25

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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

40
35
50
30

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/P
WL/2P
WL/3P

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

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