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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
25°
35°
55°

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal
With the perpendicular to the inclined plane of the soil
None of these
With the vertical

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

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

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

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

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Be more at the edges of the foundation
Be uniform
Not be uniform

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Area of the section
Moment of the beam section about its neutral axis
Shear force
Distance of the C.G. of the area from its neutral axis

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