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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

Thermal insulation
Acoustic insulation
A plain ceiling
All of these

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
Width of the base slab is kept 0.7 time the total height of the wall
All listed here
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
On piles, the drop must be at least

120 cm
80 cm
124 cm
123 cm

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is over safe in shear
Is unsafe in shear
Needs redesigning

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

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
Distance between the centers of T-beam
One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab

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