Q.1.
To construct acm thick partition wall, you will prefer
Q.2.
Stud(s) of a common wooden partition
Q.3.
The portion of a brick cut across the width, is called
Q.4.
The projections of head or sill of a door or window frame are
Q.5.
In which of the following pairs both trees yield soft wood?
Q.6.
You are asked to design and supervise a truss for a factory to have spans 6 m to 9 m. The type of the truss you will use, is
Q.7.
Which one of the following activities is not correct as applicable to brick corbels
Q.8.
Suitable spacing of timber piles, is
Q.9.
The triangular portion between any two adjacent arches and the tangent to their crowns, is
Q.10.
The raft slab is projected beyond the outer walls of the structure by
Q.11.
In jack arch floor, the rise is kept
Q.12.
The stone blocks approximately triangular in shape, used as steps, are known
Q.13.
The member which is placed horizontally to support common rafter of a sloping roof, is
Q.14.
Safe bearing capacity of black cotton soil varies from
Q.15.
The type of footing which is used to transmit heavy loads through steel columns is
Q.16.
An arch constructed with finely dressed stones, is known
Q.17.
The position of a brick when laid on its side 9 cm × 9 cm with its frog in the vertical plane, is called
Q.18.
The entrained concrete is used in lining walls and roofs for making
Q.19.
The wedge shaped bricks forming an arch ring, are called
Q.20.
The minimum distance between the centers of bulb of diameter du, of a multi under reamed piles, is
Q.21.
The horizontal timber piece provided at the apex of a roof truss which supports the common rafter is called
Q.22.
The additional piles which are driven to increase the capacity of supporting loads on vertical piles, are known
Q.23.
The vertical faces of a door opening which support frame of the door, are
Q.24.
To ensure that supporting area of an offset footing of a boundary wall is fully compressive, the C.G. of load must act
Q.25.
The ceiling height of a building is
Q.26.
The number of steps in a flight generally should not be less than
Q.27.
Sum of tread and rise must lie between
Q.28.
For heavy embankments and dams, of height h, the depth of exploration of soil should not be less than
Q.29.
The taper of precast concrete pile should not be more than
Q.30.
The Auger boring method is not suitable for
Q.31.
For plastering the exposed brick walls, the cement sand mortar should be
Q.32.
For effective drainage, the finished surface of flat roof should have a minimum slope of
Q.33.
The bearing capacity of piles is determined by
Q.34.
To obtain good bonding in brick masonry
Q.35.
In English garden wall bond