#1
26th September 2014, 09:07 AM
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TNPSC Assistant Engineer Civil Engineering Exam Paper
Will you please provide the question paper of TNPSC Assistant Engineer Civil Engineering Exam ?
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#2
26th September 2014, 10:17 AM
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Re: TNPSC Assistant Engineer Civil Engineering Exam Paper
Here is the list of few questions of TNPSC Assistant Engineer Civil Engineering Exam paper which you are looking for . The number of independent elastic constants for a linear elastic isotropic and homogeneous material is (A) 4 (B) 3 (C) 2 (D) 1 The effective length of a column of length L fixed against rotation and translation at one end and free at the other end is (A) 0.5 L (B) 0.7 L (C) 1.414 L (D) 2L As per India standard code of practice for pre stressed concrete (IS:1343-1980) the minimum grades of concrete to be used for post-tensioned and pre-tensioned structural elements are respectively (A) M20 for both (B) M40 and M30 (C) M15 and M20 (D) M30 and M40 A solid circular shaft of diameter d and length L is fixed at one end and free at the other end. A torque t is applied at the free end. The shear modulus of the material is G. The angle of twist at three free ends is (A) 4 16TL d G π (B) 4 32TL d G π (C) 4 64TL d G π (D) 4 128TL d G π A fine grained soil has liquid limit of 60 and plastic limit of 20. As per the plasticity chart, according to IS classification, the soil is represented by the letter symbols (A) CL (B) CI (C) CH (D) CL-ML Quick sand condition occurs when (A) The void ratio of the soil becomes 1.0 (B) The upward seepage pressure in soil becomes zero (C) The upward seepage pressure in soil becomes equal to the saturated unit weight of the soil (D) The upward seepage pressure in soil becomes equal to the submerged unit weight of the soil If h v h v , , ,and σ σ σ σ represent the total horizontal stress, total vertical stress, effective horizontal stress and effective vertical stress on a soil element, respectively, the coefficient of earth pressure at rest is given by (A) h v σ σ (B) h v ' σ σ (C) v h σ σ (D) v h ' σ σ A mild-sloped channel is followed by a steep-sloped channel. The profiles of gradually varied flow in the channel are (A) 3 2 M ,S (B) 3 3 M ,S (C) 2 1 M ,S (D) 2 2 M ,S The flow in a rectangular channel is subcritical. If width of the channel is reduced at a certain section, the water surface under no-choke condition will (A) Drop at a downstream section (B) Rise at a downstream section (C) Rise at an downstream section (D) Not undergo any change The correct match of Group-I with Group-II is Group-II Group-II P. Evapotranspiration 1. Penman method Q. Infiltration 2. Snyder’s method R. Synthetic unit hydrograph 3. Muskingum method S. Channel Routing 4. Horton’s method (A) P-1, Q-3, R-4, S-2 (B) P-1, Q-4, R-2, S-3 (C) P-3, Q-4, R-1, S-2 (D) P-4, Q-2, R-1, S-3 Group-I gives a list of devices and Group-II gives the list of uses P. Pitot tube 1. Measuring pressure in a pipe Q. Manometer 2. Measuring velocity of flow in a pipe R. Venturimeter 3. Measuring air and gas velocity S. Anemometer 4. Measuring discharge in a pipe |
#3
20th March 2015, 03:37 PM
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Re: TNPSC Assistant Engineer Civil Engineering Exam Paper
Will you provide me the sample paper of the TNPSC Combined Engineering Services Exam for Civil Engineering candidates as I am looking for the same ?
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#4
20th March 2015, 03:41 PM
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Re: TNPSC Assistant Engineer Civil Engineering Exam Paper
As you want I am here providing you sample paper of the TNPSC Combined Engineering Services Exam for Assistant Engineer for Civil Engineering candidates. Paper: Time : 3 hour Max. marks : 300 Questions : 200 TNPSC Assistant Engineer Civil Engineering Sample paper Here is the attachment.,................................ |
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