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RCC Structures Design

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
50 kg/cm²
150 kg/cm²
250 kg/cm²

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Least of the above
Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab

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

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

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
25
20
30

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
All listed here
Dowel splice
Hooked splice

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Remains unchanged
Is increased by Pe/Z
Is decreased by Pe/Z
Is increased by PZ/e

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