201. If the depth of a simply supported beam carrying an isolated load at its centre, is doubled, the deflection of the beam at the centre will be changed by a factor of
202. The equivalent length of a column fixed at one end and free at the other end, is
203. A cast iron T section beam is subjected to pure bending. For maximum compressive stress to be three times the maximum tensile stress, centre of gravity of the section from flange side is
204. The equivalent length of a column fixed at both ends, is
205. The rise of a parabolic arch at quarter points, is equal to
206. The effect of arching a beam, is
207. The phenomenon of slow growth of strain under a steady tensile stress, is called
208. Hooke's law states that stress and strain are
209. Our hen ......... twenty eggs last month.?
210. A 8 metre long simply supported rectangular beam which carries a distributed load 45 kg/m. experiences a maximum fibre stress 160 kg/cm2. If the moment of inertia of the beam is 640 cm4, the overall depth of the beam is
211. A column is said to be of medium size if its slenderness ratio is between
212. A solid circular shaft of diameter d is subjected to a torque T. The maximum normal stress induced in the shaft, is
213. After disintegration of Bahmani kingdom, it was divided into ...... small kingdoms.?
214. Ties are load carrying members of a frame, which are subjected to
215. At either end of a plane frame, maximum number of possible transverse shear forces, are
216. The cross sections of the beams of equal length are a circle and a square whose permissible bending stress are same under same maximum bending. The ratio of their flexural weights is,
217. When two plates butt together and are riveted with two cover plates with two rows of rivets, the joint is known as
218. The moment diagram for a cantilever which is subjected to a uniformly distributed load will be a
219. The areas of cross-section of a square beam and a circular beam subjected to equal bending moments, are same.
220. For the same height, the bottom width for no tension,
221. Maximum deflection of a
222. For a beam, if fundamental equations of statics are not sufficient to determine all the reactive forces at the supports, the structure is said to be
223. The moment diagram for a cantilever carrying linearly varying load from zero at its free end and to maximum at the fixed end will be a