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GATE 2017 Previous Year Questions of Strength Of Materials Afternoon Slot Set 2 (in Marathi)
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In this lesson we will discuss GATE 2017 previous Year Questions of Strength Of Materials afternoon slot set 2 (Marathi)

RUTUJA Bothara
Strengthen GATE /PSU/ESE/SSC JE/RRB JE /campus Placements preparation. A passionate mechanical engineer -VIT University

U
mam te green book ahe ki greak book ase new papper mdhe ala hot
Dr Preeti Raut
10 months ago
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1. GATE Previous Years Strength of Materials Questions GATE 2017 SOM solved questions set 2 By Rutuja Bothara

2. RUTUJA BOTHARA . Perusing B.Tech in Mechanical Engineering from Vellore Institute of Technology, Vellore. (2015-2019) . Placed in Alstom Transport India Ltd e Cleared JEE Mains 2015 e Cleared VITEEE-2015 with AIR 8718 e Cracked HITSEEE-2015 with AIR 91 . Worked as a Career Counsellor in Teachers Academy (2016- 2018) and BOLO app. https://unacademy.com/user/rurutujajb96-9511

3. WHEN YOU FEEL LIKE QUITTING... THINK ABOUT WHY YOU STARTED

4. Total Weightage 8 marks 4Q 1 mark 2Q 2 marks 4 ADD A FOOTER MM.DD.20XX

5. The state of stress at a p xyz50MPa. The maximum normal stress (in MPa) at that point is A. 49 B. 50 C. 55 D. 60

6. Maximu Noemal sthe is on moz = 2 0 50 n maae = 50 MPa

7. . A cantilever beam of length L and flexural moduluS El is subjected to a point load P at the free end. The elastic strain energy stored in the beam due to bending (neglecting transverse shear) PL3 6EI PL: 3EI P2L3 3EI PL 6EI A. B. C. D.

8. Bending Moment is gven by nergy is given by GET

9. . For a loaded cantilever beam of uniform crosss ection, the bending moment (in N.mm) along the length is M(x) 5X 2+10X, where x is the distance (in mm) measured from the free end of the beam. The magnitude of shear force (in N) in the cross-section at x=10 mm is . A. 100 B. 105 C. 110 D. 115

10. sheas force is siven by dae

11. Thetmal Stess is given by r'= 220 MPa

12. Engineeting Strain is True Sttain

13. According to maximum sheat strees theory Fos Fos

14. Thank You For watching!! RATE REVIEW RECOMMEN