civil-engineering-building-construction Related Question Answers
127. The size of a floor tile commonly used, is
128. The triangular portion between any two adjacent arches and the tangent to their crowns, is
129. The depth of excavation of foundations, is generally measured with a
130. The floor is rubbed with oxalic acid, for making its surface
131. For the construction of flyovers in sandy soils, the type of foundation provided, is
132. If a is the offset of concrete bed in cms, and d is the depth of concrete bed in cms, then
133. The type of bond in which every course contains both headers and stretchers, is called
134. Pile foundation is generally provided if soil is
135. To stagger vertical joints in successive courses of a wall, a piece of brick is generally used at the end of the course, which is known as
136. The concrete slump recommended for foundations, is
137. The minimum thickness of walls built in cement mortar (1 : 6) for a single storey building, is
138. The form work from the slabs excluding props, can be removed only after
139. The pile provided with one or more bulles in its vertical shaft, is generally known as
140. To construct a 10 cm thick partition wall, you will prefer
141. The pile which supports the load due to friction between pile face and surrounding soil, is generally known as
143. The vertical members fixed between steps and hand rail, are known
144. Pick up the consideration to the taken while designing a hospital from the following :
145. For plastering the exposed brick walls, the cement sand mortar should be
147. The arrangement made to support an unsafe structure temporarily, is known as
148. An arch may fail due to
149. In soft clay of low bearing capacity, the type of steel pile generally used, is
150. Stability of an existing structure may be disturbed by
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