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You Are On Multi Choice Question Bank SET 3380
169001. Final approval of Indian Five Year Plans is given by :
(A): Planning Commission (B): National Development Council (C): Reserve Bank (D): President
169002. The State in India where active diamond mining is done :
(A): Madhya Pradesh (B): Maharashtra (C): Uttar Pradesh (D): Gujarat
169003. In which year India honoured Dr. Nelson R. Mandela by awarding Bharat Ratna?
(A): 1992 (B): 1994 (C): 1990 (D): 1987
169004. The Nobel Prize winner for Peace in 2013 :
(A): IAEA (B): OPCW (C): UNRWA (D): UNCTAD
169005. Common Wealth Heads of Government Meeting 2013 (CHOGM) was held in :
(A): New Delhi (B): Dacca (C): Islamabad (D): Colombo
169006. Name the cyclonic storm that hits the coasts of Odisha recently :
(A): Haiyan (B): Helen (C): Thane (D): Phailin
169007. With which country India took part in joint military exercise “INDRA 2013”?
(A): Russia (B): Japan (C): America- (D): China
169008. Trikalkudi rock-cut cave temple, Kaviyoor situated in which district of Kerala?
(A): Kottayam (B): Pathanamthitta (C): Idukki (D): None
169009. Through which poem Mahakavi Kumarnnasan raise his voice against caste barriers?
(A): Veenapoovu (B): Nalini (C): Lila (D): Duravastha
169010. Who started the Dalit liberation Movement Prathyaksha Raksha Daiva Sabha [PRDS]?
(A): Ayya Vaikunda (B): K. Kelappan (C): Kumara Gurudevan (D): Ayyankali
169011. Which of the following is not related to K.P. Karuppan?
(A): Kalyanadayini Sabha (B): Ananda Maha Sabha (C): Jnanodayam Sabha (D): Sanmarga Pradeepa Sabha
169012. Structural steel sections are conforming to :
(A): IS 432 - 1982 (B): IS 1139 - 1966 (C): IS 1786 - 1985 (D): IS 226 - 1975
169013. The minimum ultimate tensile strength of cold-twisted bar is :
(A): 425 N/mm2 (B): 495 N/mm2 (C): 565 N/mm2 (D): 595 N/mm2
169014. For an over reinforced section :
(A): na > nc (B): na(C): na = nc (D): na≠ nc
169015. Minimum shear reinforcement in the form of stirrups shall be provided in accordance with the relation :Ase fy
(A): Asv/b*Sv≥fy/0.4 (B): Asv/bSv≥0.4/fy (C): Asv*b/Sv≥fy/0.4 (D): Asv*fy/Sv≥b/0.4
169016. The development length Ld lor bars in tension is given by :
(A): σsφ/4T bd (B): σs*Xd/STbd (C): σs*φ/Tbd (D): σs/aT bd
169017. Maximum horizontal distance between tension bars in case of beams for mild steel:
(A): >180 mm (B): 300 mm (C): 150 mm (D): 200 mm
169018. For the design of one way slab, main steel reinforcement A5t is obtained by :
(A): Mσst/Jd (B): Mjd/σst (C): M/σstjd (D): σstjd/M
169019. For two way slab long span, short span ratio should be :
(A): 2 (B): ≤2 (C): #2 (D): ≥2
169020. The minimum number of longitudinal bars provided in a circular column :
(A): 4 (B): 5 (C): 6 (D): 8
169021. The diameter ot longitudinal bars in column should nol be less than :
(A): 8 mm (B): 10 mm (C): 12 mm (D): 16 mm
169022. The way in which the force is acting :
(A): Magnitude (B): Direction (C): Point of application (D): Sense
169023. When the forces in a force system lie in the same plane and have the same line of action, then the fome system is called :
(A): Coplanar non-concurrent (B): Coplanar parallel (C): Coplanar concurrent (D): Coplanar collinear
169024. The maximum angle of inclination of the plane at which a body remain in equilibrium under the action of friction only :
(A): Angle of repose (B): Clone of friction (C): Angle of friction (D): Angle of inclination
169025. The area of a semi-circle is :
(A): πd2/4 (B): πd2/2 (C): πd2/8 (D): πd2/16
169026. The centre of gravity of a hemisphere from the base is at a distance of
(A): 2r/8 (B): 3r/8 (C): 4r/8 (D): 6r/8
169027. If the load applied on a steel wire of diameter 4 mm is 40 N, then the stress in the body is equal to :
(A): 40/π N/mm2 (B): 10/π N/mm2 (C): 40π N/mm2 (D): π/40 N/mm2
169028. Volumetric strain of a rectangular body subjected to an axial force is :
(A): e(l-2/3) (B): e(2-2/m) (C): e(p-2/m) (D): e(l-l/m)
169029. If the linear strain is 0.00045 and lateral slrain is 0.00015, the poisson's ratio is ecpnal to :
(A): 0.0006 (B): 0.0003 (C): 3 (D): 1/3
169030. The maximum strain energy stored in a body is known as :
(A): Proof resilience (B): Modulus of rupture (C): Resilience (D): Modulus of resilience
169031. The maximum deflection for a singly supported beam with a central coventrated load is :W I2w/3w/2w /3
(A): 16El (B): 16 El (C): 48 FI (D): 4SEI
169032. The distance between 2 points measured by a 20 m chain was recorded as 80 m. If the chain used was 10 cm too long, correct distance is :
(A): 79.1 m (B): 79.9 m (C): 80.4 m (D): 80.1 m
169033. Correction for pull is obtained by the equation :
(A): Cp =(Pa-Ps)L/AE (B): Cp=(Ps-Pa)L/AE (C): Cp=(Pa-Pc)E/AL (D): Cp=(Pa-Ps)A/LE
169034. If the length of two parallel sides of a trapezium are 40 m and 60 m respectively and its perpendicular distance is 15 m, then its area is :
(A): 375 m2 (B): 750 m2 (C): 1500 m2 (D): 160 m2
169035. If the whole circle bearing of a line is 332c 23' its quadrantal bearing is :
(A): N 62° 25' W (B): S 27° 35' W (C): S 62° 25' W (D): N 27° 35' W
169036. If the bearings of two lines OA and OB meeting at 'O' is N 250 40' E and S 45° 25' E. its included angle is :
(A): 109° 20' (B): 109° 40' (C): 109° (D): 108°
169037. If the backsight reading on a B.M 50 m is 1.725 m and foresight reading on a point A is2.265 m, thereduced level of A is :
(A): 49.460m (B): 53.990 m (C): 50.340 m (D): 50.540m
169038. The levelling used to determine the difference of elevation between two points which are quite apart and it is not possible to set up the levelling instrument mid way between the point is:
(A): Profile levelling (B): Differential levelling (C): Check levelling (D): Reciprocal levelling
169039. If the length of a line is 30 m and its reduced bearing is 60°, its latitude is :
(A): 15 (B): 30 √3 (C): 60 (D): 30 √2
169040. The length of a curve is obtained by the equation :
(A): πR/180°φ (B): πRφ/180° (C): Rφ/180°π (D): πφ/180°R
169041. A curve whose radius varies gradually from infinity to finite value equal to the radius of circular to be connected is known as :
(A): Super elevation (B): Compound curve (C): Reverse curve (D): Transition curve
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