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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
10 legged
12 legged
8 legged

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RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
250 KN/mm²
275 KN/mm²
150 KN/mm²

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is not cohesive
Is free from moisture
Is dry

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
6 cm
8 cm
12 cm

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

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Distribute the load
Resist the shrinkage stress
Resist the temperature stresses

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