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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
6 cm to 7.5 cm
12 cm to 15 cm
8 cm to 10 cm

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

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.75 times the average
1.25 times the average
2.0 times the average

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d
d + n/3
n
d - n/3

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
All of the listed here
Centre to centre distance between T-beams
Overall thickness of the rib

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