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RCC Structures Design

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
350 kg/cm²
250 kg/cm²
50 kg/cm²

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

40
50
30
56

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

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
One-third lever arm of the section
Lever arm of the section
One-half lever arm of the section

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

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

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
3.0
1.5
2.0

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