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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

100 kg/cm²
49.9 kg/cm²
175 kg/cm²
250 kg/cm²

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
5 m
3 m
4 m

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel
All of the listed here
Tension is resisted by tension steel
Compression is resisted by compression steel

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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:

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

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/'- (Z/M)
f = (A/P) - (M/Z)
f = (P/A) - (M/Z)
f = (P/A) - (M/6Z)

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