28101. Bending of rail ends due to loose packing under a joint and loose fish Bolts, is known
28102. On Broad Gauge main lines with maximum traffic loads, the rail section preferred to, is
28103. If D is the distance between the parallel sidings and α is the angle of crossing, the distance between the noses of crossing measured parallel to the main track, is
28104. On B.G. tracks the distance of outer signal from station limit is kept
28105. The rails get out of their original positions due to insufficient expansion gap. This phenomenon is known
28106. Mr. W. Simms, the consulting Engineer to the Government of India recommended the gauge for Indian railways
28107. If absolute levels of rails at the consecutive axles A, B, and C separated by 1.8 metres are 100.505 m, 100.530 m, and 100.525 m respectively, the unevenness of rails, is
28108. A CST-9 sleeper consists of
28109. Charles Vignoles invented the flat footed rails in
28110. To design a cross-over between parallel tracks, the required components are :
28111. Guide angle as per the aerofoil theory of Kaplan turbine a blade design is defined as the angle between
28112. Ibn Battuta visited India in the :
28113. Who is considered as “The Grand Old Man of India”?
28114. Kurichiya leader in the Pazhassi revolt:
28115. Political pupil of Gopala Krishna Gokhale:
28116. An R.C.C. column is treated as long if its slenderness ratio is greater than
28117. The width of the flange of a T-beam should be less than
28118. Bank rate means?
28119. The first five year plan started in India in:
28120. Cantilever retaining walls can safely be used for a height not more than
28121. Which of the following is a correct plural noun:?
28122. Who is the first woman won the Gold Medal of Olympic Order given by International Olympics Committee?
28123. For M 150 mix concrete, according to I.S. specifications, local bond stress, is
28124. If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is
28125. Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than
28126. The diameter of longitudinal bars of a column should never be less than
28127. The design of a retaining wall assumes that the retained earth
28128. Dimensions of a beam need be changed if the shear stress is more than
28129. The thickness of base slab of a retaining wall generally provided, is
28130. For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is
28131. Thickened part of a flat slab over its supporting column, is technically known as
28132. An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at
28133. The effective span of a simply supported slab, is
28134. The Slogan “Garibi Hatavo”introduced by:
28135. The minimum cube strength of concrete used for a prestressed member, is
28136. The number of treads in a flight is equal to
28137. A short column 20 cm x 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm2 and 300 kg/cm2, the Safe load on the column, should not exceed
28138. The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm2, safe shear stress 5 kg/cm2 and B.M. 24 mt,
28139. In a beam the local bond stress Sb, is equal to
28140. According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is
28141. A foundation rests on
28142. For initial estimate for a beam design, the width is assumed
28143. If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width
28144. The advantage of a concrete pile over a timber pile, is
28145. If the permissible compressive stress for a concrete in bending is C kg/m2, the modular ratio is
28146. If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is
28147. The Fourth Buddhist Council was held by?
28148. The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon
28149. Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
28150. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at