महापारेषण सिव्हिल इंजिनियर टेस्ट पेपर १ – MAHATRANSCO AE Civil Free Mock Test 1 ago 1 month by GovExam .in 211 माफ करा, आपला वेळ संपला आहे..! MAHATRANSCO AE Civil Mock Test 1MAHATRANSCO AE Civil Exam Paper For Coming Examinations 1 / 201. The floating caissons generally A. Have greater load-carrying capacity than open caissons B. Are less expensive then opens caissons C. Have proper quality of construction than open caissons D. Have greater depth below the ground surface than open caissons 2 / 202. When the length of a tension member is too long A. A wire rope is used B. A bar is used C. A rod is used D. A single angle is used 3 / 203. While designing R.C.C. piles as a column, it is considered as A. Hinged at both ends B. Fixed at one end and hinged at other end C. Fixed at both ends D. Restrained throughout 4 / 204. Poisson's ratio for steel within elastic limit, ranges from A. 0.33 to 0.35 B. 0.25 to 0.33 C. 0.15 to 0.20 D. 0.25 to 0.24 5 / 205. 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 6 / 206. The stiff portion of a bearing stiffener is taken equal to A. 11/2 depth of the beam B. Depth of the beam C. 1/2 depth of the beam D. 3/4th depth of the beam 7 / 207. The shear reinforce meant in R.C.C. is provided to resist A. Diagonal compression B. Horizontal shear C. Vertical shear D. Diagonal tension 8 / 208. The device provided to prevent the vehicles from moving beyond the end of rails at terminals is called A. Triangles B. Scotch blocks C. Turn-tables D. Buffer spots 9 / 209. In a R.C.C. bridge the maximum size of reinforce ment shall not exceed A. 25 mm B. 75 mm C. 60 mm D. 45 mm 10 / 2010. With a percentage increase of carbon in the steel, decrease its A. Brittleness B. Ducitility C. Hardness D. Strength 11 / 2011. A strut is a structural member subjected to A. Compression in a direction prependicular to its longitudinal axis B. Compression in a direction parallel to its longitudinal axis C. Tension in a direction prependicular to its longitudinal axis D. Tension in a direction parallel to its longitudinal axis 12 / 2012. Bulking of sands is usually A. Less than 10% B. Between 20 to 30% C. Greater than 30% D. Between 10 to 20% 13 / 2013. The percentage of carbon in structural stel is A. 1.70 to 1.83 B. 1.20 to 1.27 C. 0.7 to 0.83 D. 0.20 to 0.27 14 / 2014. For determination of allowable stress in axial compression, Indian Standard institution has adopted A. Rankine formula B. Secant formula C. Engesser formula D. Euler's formula 15 / 2015. Cohesionless soils are formed due to A. Hydration B. Oxidation C. Chemical decomposition D. Physical disintergration 16 / 2016. The weakest bond in soils is A. Covalent bond B. Secondary valance bond C. Hydrogen bond D. Conic bond 17 / 2017. A silty soil gives a positive reaction in A. Toughness test B. Dilatancy test C. None of the above D. Dry strength test 18 / 2018. When the percentage of carbon in steel increases, which one of the following decreased A. Ductility B. Tensilestrength C. brittleness D. Hardness 19 / 2019. For R.C.C. member of beam submerged under sea water, the cover should be more than the specified value by A. 40 mm B. 10 mm C. 60 mm D. 20 mm 20 / 2020. A prop which is provided below the level of regular support and which becomes effective after the restricted deflection occurs, is known as A. Elastic prop B. Rigid prop C. Semi rigid prop D. Sinking prop Your score isThe average score is 32% 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.
