Previous Year Very Short Questions of SM (DIPLOMA civil enginerring 4th)

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Structural mechanics

Previous year question paper with solutions for Structural mechanics

Our website provides solved previous year question paper for Structural mechanics . Doing preparation from the previous year question paper helps you to get good marks in exams. From our SM question paper bank, students can download solved previous year question paper. The solutions to these previous year question paper are very easy to understand.

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  1. Effect of tensile force is to _________ the length of the body.
  2. E=9_____/(3K+C ).
  3. One Pascal (Pa)= ________.
  4. The inclined lines on shear force diagram indicate ________.
  5. A simply supported beam of length ‘L’ carrying a concentrated load ‘W’ at centre of span will have maximum bending moment equal to ________.
  6. Moment of inertia of any section is ________ about an axis passing through C.G.
  7. In case of a cantilever beam, tensile stress is induced _________ the neutral axis.
  8. For no tension in the section, the eccentricity must not exceed ________.
  9. Retaining wall is constructed to retain ________ on upstream side
  10. When loading on frame is symmetrical, then reactions are _________.
  11. The strain has .......... units.
  12. The effect of tensile force is to ............... the length of the body.
  13. Mild steel is ............... material.
  14. A beam whose ......... are fixed is called fixed beam
  15. A horizontal structural member which carries transverse load is called ............
  16. The M.O.I. about Z axis is also called…………….
  17. Bulk modulus (K) = ................ / ...................
  18. The inclined line on bending moment diagram indicates ...........
  19. Slope and deflection are both maximum in cantilever beam at ………. end
  20. The positive B.M. is called ............... moment.
  21. Euler`s formula is applicable for…………… .
  22. The limit of deflection in a simply supported beam is ………….
  23. A frame in which n=2j-3 is known as ……………….
  24. The shear stress at N.A. is …………….
  25. In case of eccentric loading the total stress ………………