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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Winder
Rise
Tread

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
120 cm
75 cm
50 cm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter
36 mm diameter
24 mm diameter
18 mm diameter

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C
2800/C²
2300/2C

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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

All listed here
30°
40°
45°

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

All listed here
Kx (1 + x/l) + bw
Kx (1 - x/l) + bw
K/x (1 + x/d) + bw

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