महापारेषण सिव्हिल इंजिनियर टेस्ट पेपर १ – MAHATRANSCO AE Civil Free Mock Test 1 July 13, 2025 by GovExam .in माफ करा, आपला वेळ संपला आहे..! MAHATRANSCO AE Civil Mock Test 1MAHATRANSCO AE Civil Exam Paper For Coming Examinations 1 / 251. Wear of a rail is maximum in A. Sharp curve B. Tunnels C. Tangent track D. Coastal area 2 / 252. The stiff portion of a bearing stiffener is taken equal to A. 1/2 depth of the beam B. 11/2 depth of the beam C. Depth of the beam D. 3/4th depth of the beam 3 / 253. The percentage of carbon in structural stel is A. 1.20 to 1.27 B. 1.70 to 1.83 C. 0.7 to 0.83 D. 0.20 to 0.27 4 / 254. Straggered rail joints are generally provided A. On curves B. On tangents C. In tunnels D. On bridges 5 / 255. A rail section is generally specified by A. Cross-sectional area B. Contours of cross-section C. Weight per metre D. Moment of inertia 6 / 256. While designing R.C.C. piles as a column, it is considered as A. Fixed at both ends B. Hinged at both ends C. Fixed at one end and hinged at other end D. Restrained throughout 7 / 257. In railways a triangle is mainly provided for A. Shunting wagons in yards B. Crossing over between parallel tracks C. Diverting trains from the mainline to branch line D. Changing direction of engines through 180° 8 / 258. In a R.C.C. bridge the maximum size of reinforce ment shall not exceed A. 60 mm B. 75 mm C. 25 mm D. 45 mm 9 / 259. When two plates are placed end to end and are joined by two cover plates, the joint is known as A. Lap point B. Zig-zag riveted lap point C. Double cover butt joint D. Butt point 10 / 2510. A prop which is provided below the level of regular support and which becomes effective after the restricted deflection occurs, is known as A. Sinking prop B. Elastic prop C. Rigid prop D. Semi rigid prop 11 / 2511. The device provided to prevent the vehicles from moving beyond the end of rails at terminals is called A. Turn-tables B. Scotch blocks C. Buffer spots D. Triangles 12 / 2512. Rails are made of A. Alnico B. Mn-alloy steel C. W-alloy steel D. H.C.S. 13 / 2513. An excess percentage of carbon in steel, makes the rail A. Brittle B. Resistant to wear C. Tougher D. Resistant to vertical deformation 14 / 2514. The capacity of a railway track is A. The hourly capacity of the track to handle the trains safety that is the number of trains that can be safely run on a track per hour B. The maximum deflection under the given load C. The maximum compressive stress that the railway can withstand D. The maximum load that it can take 15 / 2515. Poisson's ratio for steel within elastic limit, ranges from A. 0.15 to 0.20 B. 0.33 to 0.35 C. 0.25 to 0.24 D. 0.25 to 0.33 16 / 2516. With a percentage increase of carbon in the steel, decrease its A. Ducitility B. Hardness C. Strength D. Brittleness 17 / 2517. The shear reinforce meant in R.C.C. is provided to resist A. Diagonal tension B. Vertical shear C. Horizontal shear D. Diagonal compression 18 / 2518. A strut is a structural member subjected to A. Tension in a direction prependicular to its longitudinal axis B. Tension in a direction parallel to its longitudinal axis C. Compression in a direction prependicular to its longitudinal axis D. Compression in a direction parallel to its longitudinal axis 19 / 2519. For determination of allowable stress in axial compression, Indian Standard institution has adopted A. Euler's formula B. Engesser formula C. Rankine formula D. Secant formula 20 / 2520. For R.C.C. member of beam submerged under sea water, the cover should be more than the specified value by A. 10 mm B. 60 mm C. 20 mm D. 40 mm 21 / 2521. Bending of rails is done by A. Beater B. Sledge hammer C. Pickaxe D. Jun crow 22 / 2522. When the percentage of carbon in steel increases, which one of the following decreased A. Tensilestrength B. Hardness C. Ductility D. brittleness 23 / 2523. When train passes on curves which have no super-elevation, it will give thrust on the A. Outer rail B. Inner side of outer rail C. Inner side of inner rail D. Inner rail 24 / 2524. In R.C.C. columns with spiral reinforce meant minimum number of longitude bars in contact with the spiral shall be less than A. 6 B. 5 C. 4 D. 3 25 / 2525. When the length of a tension member is too long A. A single angle is used B. A wire rope is used C. A bar is used D. A rod is used Your score isThe average score is 22% LinkedIn Facebook VKontakte 0% Restart quiz MAHATRANSCO AE Civil Free Mock Test 1 – Its first Paper for your practice. Just Solve this & find your Marks. All tests are Free Here.
