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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Column head
Capital
None of these

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
10
16
8

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Single acting steam hammer
All listed here
Drop hammer

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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/2
WL/6
WL/8
WL/4

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
24 bar diameters
36 bar diameters
30 bar diameters

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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

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

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