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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
150 kg/m²
75 kg/m³
Nil

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RCC Structures Design
A foundation rests on

Sub-grade
Foundation soil
Base of the foundation
Both B and C

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
All listed here

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RCC Structures Design
The number of treads in a flight is equal to

Risers plus one
Risers in the flight
Risers minus one
None of these

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice
Straight bar splice
Dowel splice
All listed here

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