101. The bearing capacity of a water logged soil, may be improved by
102. The inclined support at the ends of treads and rises of a stair, is known as
103. The depth of concrete bed of the foundation depends upon
104. The vertical side member of a shutter frame, is known
105. The brick laid with its length parallel to the face of a wall, is a known as
106. Couple roof is used for spans
107. Two columns 50 cm x 50 cm and 60 cm x 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m2. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following:
108. Pick up the correct specification of one-room quarters generally adopted from the following :
109. Negative skin friction
110. The type of stone masonry in which stones of same height are laid in layers, is called
111. The range of spread from the wall base to outer edge of a brick work foundation does not exceed
112. Which one of the following piles has a cast iron shoe even after removal of the hollow cylindrical steel casing
113. If height of the first storey of a building is 3.2 m and riser is 13 cm, the number of treads required, is
114. For effective drainage, the finished surface of flat roof should have a minimum slope of
115. If the depth of an excavation is 20 metres, number of single stage well points to be installed at various levels, is
116. The minimum distance between the centres of bulb of diameter du, of a multi under reamed piles, is
117. The method of moving each brick through a small horizontal distance before it is finally laid in any brick wall and pressing it by means of brick hammer, is known as
118. The stone whose crushing strength is maximum, is
119. The vertical member running through middle of a shutter frame, is
120. The formWork including the props can be removed from beams, only after
121. The type of bond in a brick masonry containing alternate courses of stretchers and headers, is called
122. While investigating the site, a thick layer of fairly firm clay over a deep layer of soft clay is encountered. In such a situation, the following type of foundation is useful :
123. The concrete slump recommended for columns, is
124. The inner section of a cavity wall, is generally known as