महाराष्ट्र अभियंता सेवा (स्थापत्य) गट ब मुख्य परीक्षा २०१३ पेपर १

महाराष्ट्र अभियंता सेवा (स्थापत्य) गट ब मुख्य परीक्षा २०१३ पेपर १ Questions And Answers:

मराठी English

41.

For which structures Influence lines are dramp?

A. of any type

B. statically determinate

C. pin - jointed stress

D. none of the above

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42.

The force in member AC of the truss shown in fig. is :

A. 5t tension

B. 4t compression

C. 4t tension

D. 6t compression

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43.

A simply supported beam with an overhang is traversed by a unit concentrated moment from left to the right as shown below :

D. Zero everywhere

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44.

A two hinged parabolic arch of span 'l' and rise 'h' carries a load varying from zero at the left end and 'w' per unit run at the right end. The horizontal thrust is :

A. wl²/4h

B. wl²/8h

C. wl²/12h

D. wl²/16h

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45.

A cross section which can develop plastic moment of resistance but have inadequate plastic hinge rotation capacity for formation of plastic mechanism is called as :

A. class 1 - plastic section

B. class 2 - compact section

C. class 3 - semi compact section

D. class 4 - slender section

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46.

In plate girder, the web plate is connected to the flange plates by fillet weld. The size of fillet weld is designed to resist :

A. The vertical shear force at the section

B. The force causing buckling in the web

C. The horizontal shear force between flange and web plate

D. The bending stress in the flange

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47.

As per IS 800-2007, Tensile strength of a tension member is :

A. Strength corresponding to yielding of gross area

B. Strength corresponding to rupture at critical/net section

C. Strength corresponding to block shear failure

D. Minimum of all of the above

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48.

As per IS 800-2007 design strength of a fillet weld is given by

where :

A. fu is ultimate strength of weld and ymw is partial safety factor of weld

B. fu is ultimate strength of parent material and ymw is partial safety factor of weld

C. fu is smaller of ultimate strength of weld or parent material and ymw is smaller of partial safety factor of weld or parent material

D. fu is smaller of ultimate strength of weld or parent material and ymw is partial safety factor of weld

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49.

On what basis is the thickness of base plate in a column base decided ?

A. Flexure in base plate

B. Axial tension in base plate

C. Axial compression in base plate

D. Shear in base plate

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50.

As per IS 875-1984, If . Vb represents design wind velocity then K₃ is _________ .

A. Risk co-effecient

B. Terrain, height and size co-effecient

C. Topography coefficient

D. None of the above

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51.

What is the intensity of imposed load on the plan area of a roof truss with 20° slope ?

Consider that access is not provided except for maintenance :

A. 0.55 kN/m²

B. 0.75 kN/m²

C. 0.45 kN/m²

D. 0.4 kN/m²

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52.

A secondary beam ISMB 500 transmits end reaction to the web of main beam ISMB 500. Which of the following types of connection is advisable ?

A. Frame connection

B. Unstiffened seat connection

C. Stiffened seat connection

D. Bracket connection

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53.

Maximum resultant shear force acting in a critical rivet/bolt for the following arrangement is :

A. 4P

B. p

C. 2p

D. p/4

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54.

Match Group - I with Group II

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55.

A column section is built using two channels keeping back to back at such a spacing that it is equally strong with reference to both the axes. One Engineer suggests lacing while other suggests battens to connect two channels together. Keeping all other parameters same, which of the following is true :

A. Laced column will carry more load than battened column

B. Battened column will carry more load than laced column

C. Capacity of a column is independent of lacing or batten

D. None of above statements is true

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56.

What is the maximum permissible bearing pressure on concrete below the base plate in a column ?

B. 0.446 fck

C. 0.67 fck

D. 0.6 fck

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57.

Which of the following is not a solution to limit the web crippling stresses within their permissible value ?

A. Increasing bearing length

B. Seleccing a beam with thicker web

C. Providing a bearing stiffener

D. Selecting a beam with wide flange

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58.

As per 15800-2007, the minimum diameter of rivet/bolt for joining compression members composed of two components back to back of thickness 10 mm, upto and including 16 mm is :

A. 16 mm

B. 22 mm

C. 12 mm

D. 20 mm

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59.

For comfortable ascend on stairs, the number of steps in each flight should not be greater than:

A. 09

B. 12

C. 10

D. 11

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60.

A RC column 45 cm x 45cm in section and reinforced with longitudinal reinforcement having 20 sq. cm sectional area is 5 m high. It is fixed at the bottom and perfectly free at top. If the max. allowable stresses are 42.2 kg/cm² and 948 kg/cm² in concrete and steel determine max. load carrying capacity :

A. 48.5 tonnes

B. 58.5 tonnes

C. 65.5 tonnes

D. 85.3 tonnes

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