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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
120 cm
100 cm
75 cm

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for end panels without drops
L/36 for interior panels without drop
L/32 for end panels without drops
All listed here

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

High carbon steel
Stainless
Mild steel
High tension 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)⁴
(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)
None of these

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

236 cm
176 cm
300 cm
233 cm

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Is not economical and hence not generally used
None of these
Was widely used in earlier days

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