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RCC Structures Design

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

80 cm
123 cm
124 cm
120 cm

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
30°
None of these
60°

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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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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/4
WL/6
WL/2
WL/8

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
4 mm
5 mm
6 mm

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
56
50
30

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