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GATE 2018 Previous Year Questions of Strength Of Materials Afternoon slot Set 1 (in Marathi)
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In this lesson we will discuss GATE 2018 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

Unacademy user
आप के हर lesson में हमें कुछ नया जानने को मिलता हैं thanku sir
धन्यवाद निवेदिता जी
  1. GATE Previous Years Strength of Materials Questions GATE 2018 SOM solved questions set 2 By Rutuja Bothara

  2. RUTUJA BOTHARA e 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.


  4. Total Weightage 14 Marks 2Q 1 mark .6Q 2 Marks 4 ADD A FOOTER MM.DD.20XX

  5. The minimum axial compressive load, P, required to initiate buckling for a pinned-pinned slender column with bending stiffness El and length L is El (A) P = (B) P= (C) P. A12 . .41

  6. The buckling load for pinne d-pinne Glende column.

  7. A hollow circular shaft of inner radius 10 mm, outer radius 20 mm and length 1 m is to be used as a torsional spring. If the shear modulus of the material of the shaft is 150 GPa, the torsional stiffness of the shaft (in kN-m/rad) is (correct to two decimal places).

  8. Torsional si4hess is siven by 32 35,34 KNm ra

  9. A bar of circular cross section is clamped at ends P and Q as shown in the figure. A torsional moment F 150 Nm is applied at a distance of 100 mm from end P. The torsional reactions (PQin Nm at the ends P and Q respectively are 100 200 (All dimensions are in mm) (50,100)(B) (75, 75) C)(100,50)(D)(120,30)

  10. We Kh that f-o r paraul configutation wle JG 3G -Lg =200 100 TL

  11. . A bimetallic cylindrical bar of cross sectional area 1 m2 is made by bonding Steel (Young's modulus 210 GPa) and Aluminum (Young's modulus = 70 GPa) as shown in the figure. To maintain tensile axial strain of magnitude 10~(-6) in Steel bar and compressive axial strain of magnitude 10 (-6) in Aluminum bar, the magnitude of the required force P (in kN) along the indicated direction is (A) 70 (B) 140 (C) 210 (D) 280

  12. eAl uanSHoin A Es S Ea P-Pa 14 AD DD.20xx

  13. end cap end cap ressurized can 50 MPa

  14. Stress due 4 PA 24 t

  15. Thank You For watching!! RATE REVIEW RECOMMEN