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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Horizontal shear
Diagonal compression
Diagonal tension

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Increased at the centre of the beam
Kept constant throughout the length
Decreased towards the centre of the beam

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

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

15 cm²
17 cm²
14 cm²
16 cm²

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Free end
Mid span and fixed support
Fixed end

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (A/P) + (M/Z)
f = (P/A) + (M/Z)
f = (P/A) + (M/6Z)
f = (P/'+ (Z/M)

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