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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm
10 mm
11 mm
12 mm

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these
Distance between the centers of the bearings

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

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

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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/4
WL/8
WL/6

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)³

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RCC Structures Design
Piles are usually driven by

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

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