Civil Engineering MCQs

A. 750 mm x 900 mm
B. 600 mm x 750 mm
C. 450 mm x 600 mm
D. 300 mm x 450 mm

A. Resection
B. Orientation
C. Traversing
D. Resection and orientation

A. Radiation
B. Intersection
C. Resection
D. Traversing

A. An open traverse for graphical adjustment
B. A closed traverse for adjustment of closing error
C. Determine the effect of local attraction
D. None of the above

A. +50 m, +86.6 m
B. +86.6 m, -50 m
C. +50m, -86.6 m
D. +70.7 m,-50 m

A. Radiation
B. Intersection
C. Traversing
D. Resection

A. Spirit level
B. Alidade
C. Plumbing fork
D. Trough compass

A. Gives more accurate problem
B. Takes less time
C. Requires more labour
D. None of the above

A. Ne quadrant
B. Se quadrant
C. Nw quadrant
D. Sw quadrant

A. Linear and angular measurements of the traverse are of equal accuracy
B. Angular measurements are more accurate than linear measurements
C. Linear measurements are more accurate than angular measurements
D. All of the above