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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High carbon steel
High tension steel
Mild steel

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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)
None of these
(wx/wy) = (ly/lx)⁴

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
12 mm
10 mm
8 mm

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
38 d
48 d
28 d

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Four times the diameter
Twice the diameter
Seven times the diameter
Thrice the diameter

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

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