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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
2WR²/16
3WR²/16
Zero

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Paraboloid
None of these
Semi-hemisphere

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

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
22 mm
6 mm
20 mm

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Be uniform
Be more at the edges of the foundation
Not be uniform

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

Atft (d - n/3)
All listed here
bn (fc/2) (d - n/3)
½ n₁ (1 - n₁/3) cbd²

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