Gate Civil Engineering Mock test – 3 Welcome to your Gate Civil Engineering Mock test - 3 Take an Exciting test in Gate Civil Engineering ( 10 Questions - 2 Marks and 1 Mark) Test duration : 15 Mins, Total Marks: 15 For 2 marks each correct option will get 2 Marks, wrong answers get -0.66 Marks For 1 mark each correct option will get 1 Marks, wrong answers get -0.33 Marks Finally you will get detailed solved descriptions for each questions in your mail Wish You all the best !!!. Name Email 1. The capacities of "One-way 1.5 m wide sidewalk (persons per hour)" and "One-way 2-lane urban road (PCU per hour, with no frontage access, no standing vehicles and very little cross traffic)" are respectively. A. 1200 and 2400 B. 1800 and 2000 C. 1200 and 1500 D. 2000 and 12002. The minimum area of tension reinforcement in a beam shall be greater than A. 0.85 bd/fy B. 0.87 fy/bd C. 0.04 bd D. 0.4 bd/y3. In reinforced concrete, pedestal is defined as compression member, whose effective length does not exceed its least dimension by A. 12 times B. 3 times C. 16 times D. 8 times4. A hydraulic turbine has a discharge of 5 m3/s, when operating under a head of 20 m with a speed of 500 rpm. If it is to operate under a head of 15 m, for the same discharge, the rotational speed in rpm will approximately be [A]. 433 [B]. 403 [C]. 627 [D]. 3885. Lysimeter and Tensiometer are used to measure respectively, one of the following groups of quantities : A. Capillary potential and permeability B. Evapotranspiration and capillary potential C. Velocity in channels and vapour pressure D. Velocity in pipes and pressure head6. Consolidation in soils A. is a function of the effective stress B. does not depend on the present stress C. is a function of the pore water pressure D. is a function of the total stress7. The wall shown in the below figure has failed. The cause of failure or the error made in the design of the failded wall is : A. deep slip surface failure B. overturning C. no proper drainage in the clay backfill D. translational failure8. A reinforced concrete column contains longitudinal steel equal to 1 percent of net cross-sectional area of the column. Assume modular ratio as 10. The loads carried (using the elastic theory) by the longitudinal steel and the net area of concrete, are Ps and Pc respectively. The ratio Ps/Pc expressed as percent is [A]. 0.1 [B]. 1 [C]. 1.1 [D]. 109. The span to depth ratio limit is specified in IS : 456-1978 for the reinforced concrete beams, in order to ensure that the A. tensile crack width is below a limit B. shear failure is avoided C. stress in the tension reinforcement is less than the allowable value D. deflection of the beam is below a limiting value10. The ruling minimum radius of horizontal curve of a national highway in plain terrain for ruling design speed of 100 km/hour with e = 0.07 and f = 0.15 is close to [A]. 250 m [B]. 360 m [C]. 36 m [D]. 300 mPlease fill in the comment box below.