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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
30°
All listed here
40°

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear
Is safe with stirrups
Is safe with stirrups and inclined members
Needs revision of the section

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RCC Structures Design
Pick up the true statement from the following:

In the absence of beams, it is easier to paint
All listed here
In the absence of beams, it is easier to install piping
Plain ceiling provides the best property diffusing light

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(1 - C) mf + eE
(C - 1) mf - eE
(1 - C) mf - eE

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²
WL/12 (L - D/3)²
WL/10 (L + 2D/3)²

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m - r)] d
[(r - m)/m] d
[(m + r)/m] d
[m/(m + r)] d

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