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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
16
12
8

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
25 mm
20 mm
10 mm

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is unsafe in shear
Is safe in shear
Needs redesigning
Is over safe in shear

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

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Every section
Mid span
Supports

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Twice the diameter
Thrice the diameter
Four times the diameter

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