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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
14 mm
16 mm
12 mm

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RCC Structures Design
Pick up the true statement from the following:

In the absence of beams, it is easier to paint
All listed here
In the absence of beams, it is easier to install piping
Plain ceiling provides the best property diffusing light

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - D/3)²
WL/12 (L - 2D/3)²

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)⁴
None of these
(wx/wy) = (ly/lx)
(wx/wy) = (ly/lx)²

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Four times
Three times
Five times

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/2] h
[(p₁ - p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ + p₂)/4] h

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