महाराष्ट्र अभियंता सेवा (स्थापत्य) गट ब मुख्य परीक्षा २०१३ पेपर २

महाराष्ट्र अभियंता सेवा (स्थापत्य) गट ब मुख्य परीक्षा २०१३ पेपर २ Questions And Answers:

आपल्या मित्रांना पाठवा :
21.

The brick work is not measured in m’ in case of :

22.

The method used for valuation of building is :

23.

Which of the following represents the requirements of valid contract :

(a) It must be in writing 

(b) Can be enforced in court of law

(c) Parties should give the consent for agreement 

(d) Parties concerned must be competent

Answer options :

24.

Find the specific gravity of soil grains with the help of a pycnometer if, weight of solids = 100 g, weight of pycnometer + soil + water = 610 g, weight of pycnometer + water=550 g.

25.

The active earth pressure for 10 m high retaining wall supporting a cohesionless backfill with unit weight of 19.0 kN/m3 and angle of frictional resistance as 30°, if water table is upto top of wall, is : 

(Consider unit weight of water = 10 kN/m2)

26.

Cofferdam is a :

27.

Compactive energy used for modified proctor test is how many times the compactive energy used in standard proctor test :

28.

In the method of slices used for analysing the stability of slopes; each slice is assumed to be rectangular with a base in the shape of :

29.

The critical height of vertical excavation that can be made without any lateral support for a cohesive soil having unit weight of 19.2 kN/m3, unit cohesion as 12 kN/m2 and ϕ = 10°, is :

30.

A footing of 4m x 2m in plan, transmit a pressure of 200 kN/m2 on a cohesive soil having F = 6 x 104 kN/m2 and μ= 0.5. The immediate settlement of the footing at the centre assuming rigid footing and If = 1.2, is :

31.

During ocdometer tests on soils, the permeability of a saturated clay may be obtained from : 

(a) Voids ratio with the change in applied load.

(b) Voids ratio with the change in logarithm of the applied load. 

(c) Unit weight of water and degree of consolidation.

(d) Unit weight of water and coefficient of consolidation. 

Which of the following options is correct :

32.

If saturated clay mass is sheare.i with normal stress of 220 kPa and pure water pressure of 120 kPa, the result gives C' = 12 kPa and Ф ' =450. The shear strength in terms of effective stress is :

33.

The water content corresponding to maximum density is :

34.

coefficient of velocity and coefficient __________Coefficient of discharge for an orifice is of contraction.

35.

Reciprocating pump belongs to which of the following types ?

36.

For incompressible fluids in which of the following cases hydrostatic pressure remains constant ?

37.

În which of the following cases streamline, streak line and pathline will coincide with each other?

38.

For steady uniform flow in prismatic channel, which of the following statements is true ?

39.

Which of the following terms are used to indicate vertical distance between energy grade line and hydraulic grade line at any point of flow at given section :

40.

Which of the following is the cause for separation of boundary layer ?

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महाराष्ट्र अभियंता सेवा (स्थापत्य) गट ब मुख्य परीक्षा २०१३ पेपर २ Question And Answers

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