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RCC Design (GPSC Civil PYQs) Online Test 1 (Free)

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(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

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Your Name

1 / 10

Category: RCC Design (GPSC Civil PYQs)

In limit state design, the failure criteria for concrete is when the strain in bending reaches a value of

0.0020

0.0035

0.0045

None of the above

2 / 10

Category: RCC Design (GPSC Civil PYQs)

The total length of bar with straight length of l meter with one bent up of 30 degree is equal to (here d is the diameter of the bar)

l + 0.43d

l + 0.53d

l + 0.63d

l + 1.73d

3 / 10

Category: RCC Design (GPSC Civil PYQs)

In a tensile test on a concrete cylinder, tensile strength of concrete can be obtained by the formula in usual notations as ___________.

P/πD

2P/π²LD

P/πLD

2P/πLD

4 / 10

Category: RCC Design (GPSC Civil PYQs)

Normally counterforts in a retaining wall are spaced at an interval of

> 2m

1/3 to 1/2 of the height of the wall

2 times the height of the wall

4.5 m to 5.5 m

5 / 10

Category: RCC Design (GPSC Civil PYQs)

As per IS 456-2000, for mild steel bars the minimum reinforcement in either direction in slabs shall not be less than

0.0012 bD

0.0015 bD

Both (A) and (B)

None of the above

6 / 10

Category: RCC Design (GPSC Civil PYQs)

The propagation of a shear crack in a pre-stressed concrete member depends upon

tensile reinforcement

compression reinforcement

shear reinforcement

shape of the cross-section of beam

7 / 10

Category: RCC Design (GPSC Civil PYQs)

The minimum cover prescribed in the code for flexural reinforcement in all footings

75mm

40mm

50mm

60mm

8 / 10

Category: RCC Design (GPSC Civil PYQs)

Minimum shear reinforcement in beams is provided in the form of stirrups

to resist the extra shear force due to live load

to resist the effect of shrinkage of concrete

to resist the principal tension

to resist the shear cracks at the bottom of beam

9 / 10

Category: RCC Design (GPSC Civil PYQs)

Minimum tension steel in RCC beam needs to be provided to

Prevent Sudden Failure

Arrest crack width

Control excessive deflection

Prevent surface hair cracks

10 / 10

Category: RCC Design (GPSC Civil PYQs)

In doubly reinforced section stress in compression steel is

normally < 0.87fy

always > 0.87fy

always = 0.87fy

= fy

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RCC Design (GPSC Civil PYQs) Online Test 1 (Free)

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