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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth
1/7 to 1/3 of rib depth
1/2 to 3/4 of rib depth

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.6
0.7
0.5

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
Stopped just below the floor level and separate lap bars provided
All of the listed here
Bent inward at the floor level

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.5 m
4.7 m
4.0 m

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

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