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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
205 cm
230 cm
210 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 unsafe in shear
Needs redesigning
Is safe in shear
Is over safe in shear

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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

45°
40°
30°
All listed here

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)
π ft .d²/fb
(π/4). (ft .d/fb)
ft .d/4fb

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b + a)/8

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.7
0.5
0.4

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