RPSC AEN 2018 |SSC JE 2019 |Civil Engineering | Test series | (81-90) with answer key

Hello friends, after a few days breaks again we continue our question series for RPSC AEN 2018. This is our ninth MCQ series for RPSC AEN. Please Share this question series with your friends who are preparing for RPSC AEN 2018, SSC JE 2019, DMRC JE and other exams for junior engineer and assistant engineer.

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Q. 81) The overlap of batten plates with the main members in welded connections should be more than
 A. 4t
 B. 6t
 C. 8t
 D. 3t

Q.82) The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
A. 150
B. 180
C. 250
D. 350

Q.83) The best arrangement to provide unified behavior in built-up steel columns is by
 A. Battening
 B. Lacing
 C. Tie plates
 D. Perforated cover plate

Q.84) The use of tie plates in the laced column is
A. Prohibited
B. Not prohibited
C. Permitted between two parts of the lacing
D. Permitted at start and end of lacing system only

Q.85) The maximum permissible span of asbestos cement sheets is
A. 650 mm
B. 810 mm
C. 1250 mm
D. 1680 mm

Q.86)
The Internal pressure coefficient on walls for buildings with large permeability is taken as
A. ± 0.2
B. ± 0.5
C. ± 0.7
D. 0

Q.87) The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ‘h’ is
A. 50 m
B. 30 m
C. 10 m
D. 25 m

Q.88) The area of openings for buildings of large permeability is more than
A. 20 % of wall area
B. 10 % of wall area
C. 30 % of wall area
D. 20 % of wall area

Q.89) Maximum pitch provided in riveted steel tanks is
A. 1.5 d
B. 2.0 d
C. 2.5 d
D. 3.0 d

Q.90) steel tanks are mainly designed for
A. Weight of tank
B. water pressure
C. earthquake forces
D. wind pressure


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