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- Question 1 of 20
When a pump primes and works but not up to its capacity and pressure,the attributable reasons are as follows :
1.Speed may be too low.
2.Suction lift is too high.
3.Total static head is much higher than as designed.
4.Foot valve has been removed. Which of these reasons can be valid?CorrectIncorrect
- Question 2 of 20
For heavy vibrating loads in industrial buildings,the roof trusses are provided withCorrectIncorrect
- Question 3 of 20
Which of the following elements of a pitched roof industrial steel building primarily resists lateral load parallel to the ridge?CorrectIncorrect
- Question 4 of 20
Purlins are to be chosen for a roof truss of 20 m span, 4 m rise.Trusses are spaced at 4.5m center-to-centre.A most efficient design results from the use ofCorrectIncorrect
- Question 5 of 20
A column is effectively held in position and restrained in direction at one end but is free at the other end. If the actual length is L.The effective length isCorrectIncorrect
- Question 6 of 20
Consider the following statements :
1.Modulus of elasticity of concrete increases with the increase in compressive strength of concrete.
2.Shear strength of concrete increases with the increase in compressive strength of concrete.Which of these statements is/are correct?CorrectIncorrect
- Question 7 of 20
Grade of steel is designated as Fe 415, ifCorrectIncorrect
- Question 8 of 20
The maximum safe permissible limit of sulphates in domestic water supply isCorrectIncorrect
- Question 9 of 20
If a two-way slab is found to be unsafe in shear, then the preferred remedy isCorrectIncorrect
- Question 10 of 20
The development length in compression for a 20 mm diameter deformed bar of grade Fe 415 embedded in concrete of grade M 25, whose design bond stress is 1.40N/mm2, isCorrectIncorrect
- Question 11 of 20
Magnitudes of minimum reinforcement recommended for reinforced concrete using mild steel in slabs/columns areCorrectIncorrect
- Question 12 of 20
Which of the following assumptions is/are implied in the table listing moment coefficients for continuous slabs?
1.Load is distributed uniformly along supports.
2.Mid-span deflections in orthogonal directions are the same
3.Load distribution along each support is triangular.
4.Support moment is about 1.5 times the span moment.CorrectIncorrect
- Question 13 of 20
In an isolated reinforced concrete column footing of effective depth d,the stress in punching shear is checkedCorrectIncorrect
- Question 14 of 20
The additional cover thickness to be provided in reinforced concrete members that are totally immersed in seawater isCorrectIncorrect
- Question 15 of 20
A simply supported beam has an effective span of 16m. What shall be the limiting ratio of span to effective depth as per IS 456-2000 ?CorrectIncorrect
- Question 16 of 20
According to maximum shear stress failure theory, yielding occurs in the material whenCorrectIncorrect
- Question 17 of 20
For the design of a cast iron member, the most appropriate theory of failure isCorrectIncorrect
- Question 18 of 20
A simply supported beam of span L carries a concentrated load W at its mid-span. If the width b of the beam is constant throughout the span,then, with permissible stress as a, the depth of the beam at mid-span will beCorrectIncorrect
- Question 19 of 20
Out of the two beams of the same material and same cross-sectional area, one is of circular cross-section and the other is of square cross-section. If each of these is subjected to bending moment of the same magnitude, thenCorrectIncorrect
- Question 20 of 20
A rectangular beam of width 100 mm is subjected to a maximum shear force of 60 kN. The corresponding maximum shear stress in the cross-section is 4 N/mm2. The depth of the beam should beCorrectIncorrect
Leaderboard: IES Civil 3
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