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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
50
30
35

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Grashoff formula
Rankine formula
Marcus formula

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)
Shear force/(Lever arm × Width)
(Shear force × Width)/Lever arm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile reinforcement
Longitudinal central axis
Tensile edge
Neutral axis of the beam

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

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

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

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

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