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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

50
30
40
35

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C²
2300/2C
2800/C

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
12 mm
6 mm
8 mm

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Replacing larger bars by greater number of small bars
Decreasing the lever arm
Increasing the total perimeter of bars

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
Load of the surcharge, if any
All listed here
Weight of the soil above it

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