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RCC STRUCTURES DESIGN

RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = (l₂/l₁)³

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

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

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times
Four times
Two times
Five times

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers in the flight
None of these
Risers plus one

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

175 kg/cm²
250 kg/cm²
49.9 kg/cm²
100 kg/cm²

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