Category: Estimating and Costing

A. The bent up bars at a support resist the negative bending moment
B. The bent up bars at a support resist the sharing force
C. The bending of bars near supports is generally at 45°
D. All the above

A. Collapsible gates
B. Rolling shutters
C. Ventilators and glazing
D. All the above

A. 1.5 m 3
B. 2.0 m3
C. 4.0 m2
D. 5.0 m2

A. 0.01 sqm
B. 0.02 sqm
C. 0.03 sqm
D. 0.04 sqm

A. D.P.C. (Damp proof course)
B. Form works
C. Concrete Jeffries
D. R.C. Chhajja

A. Wall facing
B. Columns, lintels, copings
C. Building work
D. A. and D. of the above

A. Water closets
B. Flushing pipes
C. Lavatory basins
D. All the above

A. Honey comb brick work
B. Brick flat soling
C. Half brick walls or the partition
D. All the above

A. The mean depth is the average of depths of two consecutive sections
B. The area of mid-sections is calculated by using mean depth
C. The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections
D. All of the above

A. The walls along with doors and other openings
B. Bath room and lavatory
C. Kitchen and pantry
D. All the above