#1
21st November 2014, 01:57 PM
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Robert Bosch’s Pattern
I have completed B. Tech in Mechanical Engineering and want to apply for Robert Bosch so please provide me the pattern for mechanical students?
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#2
22nd November 2014, 09:59 AM
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Re: Robert Bosch’s Pattern
In 1886, Robert Bosch founded the “Workshop for Precision Mechanics and Electrical Engineering” in Stuttgart. Selection Procedure of Robert Bosch: 1. Written Test 2. Technical Interview 3. HR Interview Eligibility: B. Tech in one of the following branch with minimum 7.5 CGPA, without back logs: Mecahanical Computer Science Elecronics and Communication Electrical and Electronics Electronics and Instrumentation Package: 3.6lpa Exam Pattern and Syllabus: 1. Written Test: 60 Questions in 60 Minutes 75 Questions in 80 Minutes Positive Mark-2 Negative Mark-1 a) Technical Written Test Pointers in C C++ Data Structures OS DBMS Conversions (HEX to Binary, decimal) Finding 2's compliment b) Aptitude Written Test Quantitative and Reasoning Verbal Ability: Reading comprehension Fill in the blanks Synonyms Antonyms Jumbled Paragraph 2. Technical Interview Pointers in C C++ Data Structure OS DBMS 3. HR Interview Industries and Technologies: Automotive technology Automotive Parts and Accessories Anti-lock braking system (ABS) Traction control systems (TCS) Electronic Stability Program (ESP) Body electronics Packaging Technology Embedded systems and automotive software Automotive related embedded systems and software’s Sample paper of Robert Bosch for Applicants of Mechanical Branch. 1. Critical stress at which material will start to flow (a) yield (b) ultimate tensile stress (c) proof stress (d) none o the above 2. maximum degree of freedom in space Ans. 6 3. Bearing which will take axial and radial loads. (a) thrust bearing (b) deep groove (c) taper roller 4. volume of water per cubic metre of air. (a)specific volume (b) specific gravity (c) vapour pressure (d) none of above 5. fluid is flowing through a frustum of cone. what is the nature of graph of velocity Vs. c/s area. {flow = velocity X c/s area} (a) parabola (b) hyperbola (c) y=mx+c (d) x=x. 6. Fluid in a pipe having no change in profile with change in length of pipe ...explain type of flow. a)Laminar b)Turbulent c)fully developed profile d)steady flow 7. Which are correct? I) Navier Stokes Eq. is .... of momentum conservation eq. II)bernoulis eq. is for viscous flow III) REYNOLD no. >3000 always for turbulent flow. a)I and II correct b)I and II not correct c)II and III correct d)II and III not correct 8. Which can’t be removed during alloying from Fe alloys a) co b) N c) Si d) As 9.There are two ropes burning non uniformly (rate) and clock half an hour each. which can,t be clocked ? a) 1 Hr. b) 45 min c)15 min d)none 10. Lim n->0 (1+ 1/n)^n = a) 1 b)0 c)e d)infinity 11.Time dependent increase in length at steady temp. is called a) superplasticity b) creep c) fatigue d) none 12. Viscosity change with increasing temp. a) decreases b) increases c) same d) first decreases and then increases. 13. Direction of friction in bicycle tyres a) along motion b) opp. motion c) Front opp. motion and vice versa d) rear opp. motion and vice versa 14. Sp. gravity of a fluid a) density of fluid at 0`c / density of water at o`c. b) density of fluid at 0`c / density of water at T`c. c) density of fluid at T`c / density of water at o`c. d) density of fluid at T`c / density of water at T`c. 15. lateral strain / longitudinal strain a) Poission,s Ratio b) Bulk Modulus c) Modulus Of Elasticity d) None 16. 10 coins & 1 defected coin and 2 weighs Find min weighs req. to detect faulty coin a) 2 b)3 c)4 d)5 17. 9 members in meeting scheluled at 10:00 A.M. , all reaches at 9:48 A.M. . one member req. 2 min to intro with other find meeting delay with scheduled time of 10:00 A.M.. a) 1 Hr. b) 6 min c) ... d)At scheduled time 18. A completes job in 10 hr. and B completes in 15 hr.. Find when both together works a) 6 hr. b) 8 hr c) 10 hr d) none 19. A ball dropped from H height and moves 80% of height each time.Total dist. covered a) 4H b) 5H c) 7H d) 9H 20. A cantilever beam loaded at free end find reinforcement place a) AT neutral axis b) above neutral axis c) below neutral axis d) above and below neutral axis 21. Punching a sheet of D dia and T thickness and S ultimate tensile stress a) 3.14 DTS b) 3.14TS X D^2 c) 6.28 DTS d)6.28 TS x D^2 24. Microstructure after quenching a) Martensite b) pearlite c) ferrite d) austentite. |