महाराष्ट्र अभियंता सेवा (स्थापत्य) मुख्य परीक्षा २०१७ पेपर १

महाराष्ट्र अभियंता सेवा (स्थापत्य) मुख्य परीक्षा २०१७ पेपर १ Questions And Answers:

आपल्या मित्रांना पाठवा :
81.

In which type of bond is cavity existing ? 

82.

Which of the following is a method of mechanical ventilation ?

83.

Gypsum is added to Portland cement during its manufacturing so that it may

84.

Principles of planning for buildings include 

a. Aspect and Prospect

b. Roominess

c. Grouping

d. Flexibility and Privacy 

Answer options :

85.

Timber can be made reasonably fire-resistant by

86.

Which of the following is not a non-destructive test? 

87.

Which is the major constituent of ordinary Portland cement ?

88.

Which is an example of cased cast-in-situ concrete pile ? 

89.

As per building bye-laws, for fixing up the height of a building, which rule is generally used ?

90.

The stress developed due to external force in an elastic material

91.

The Modulus of Elasticity in terms of Bulk Modulus and Modulus of Rigidity is

92.

In case of biaxial stresses, the maximum value of shear stress is

93.

If a solid circular shaft is simultaneously subjected to a torque 'T and a bending moment 'M', the ratio of maximum bending stress and maximum torsional shearing stress is given by

94.

The slenderness ratio of a vertical column of square cross-section of 2-5 cm sides and 300 cm effective length, is

95.

Columns of given length, cross-section and material have different values of buckling loads for different end conditions. The strongest column is one whose

96.

A circular shaft was intially subjected to bending moment and rhen was subjected to torsion.If the magnitude of bending moment is found to be the same as that of the torque, then the ratio of maximum bending stress to shear stress would be

97.

A steel bar ABC of uniform cross - section 100 mm2 is suspended vertically and loaded as shown in the figure.If the Lower end of bar C does not move loads are applied (neglect self -weight), then the value of force P is ( E = 200 kN/mm2

98.

Principal stresses at a point in a plane stressed elemet are Normal stress on the plane inclined at 45to the x- axis will be 

99.

The Euler's crippling load for a 2 m long slender steel rod of uniform cross -section hinged at both the ends is 1 kN.The Euler's crippling load for a 1 m long steel rod of the same cross - section and hinged at both the ends will be

100.

A solid shaft of diameter 'D' carries a twisting moment that develops maximum shear stress. If the shaft is replaced by a hollow one of outside diameter 'D' and 'D/2' inside diameter , then the maximum shear stress will be

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महाराष्ट्र अभियंता सेवा (स्थापत्य) मुख्य परीक्षा २०१७ पेपर १ Question And Answers

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