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Home Civil Engineering Steel Structure Design Comments

  • Question
  • The stress in the wall of a thin cylinder subjected to internal pressure, is


  • Options
  • A. hoop compression
  • B. shear
  • C. torsional shear
  • D. hoop tension.

  • Correct Answer
  • hoop tension. 


  • Steel Structure Design problems


    Search Results


    • 1. In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon :

    • Options
    • A. pitch
    • B. gauge
    • C. diameter of the rivet holes
    • D. all the above.
    • Discuss
    • 2. Pick up the correct statement from the following:

    • Options
    • A. Loaded columns are supported on column bases
    • B. Column bases transmit the column load to the concrete foundation
    • C. Column load is spread over a large area on concrete
    • D. In column bases, intensity of pressure on concrete block is assumed to be uniform
    • E. All the above.
    • Discuss
    • 3. Pick up the correct statement from the following:

    • Options
    • A. The steel beams placed in plain cement concrete, are known as reinforced beams
    • B. The filler joists are generally continuous over three-supports only
    • C. Continuous fillers are connected to main beams by means of cleat angles
    • D. Continuous fillers are supported by main steel beams
    • E. All the above.
    • Discuss
    • 4. Stiffeners are used in a plate girder

    • Options
    • A. to reduce the compressive stress
    • B. to reduce the shear stress
    • C. to take the bearing stress
    • D. to avoid bulking of web plate.
    • Discuss
    • 5. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).

    • Options
    • A. 8 t
    • B. 16 t
    • C. 24 t
    • D. 32 t
    • E. 48 t
    • Discuss
    • 6. The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to

    • Options
    • A. 180 t
    • B. 220 t
    • C. 230 t
    • D. 260 t
    • E. 270 t
    • Discuss
    • 7. The stiff portion of a bearing stiffener is taken equal to

    • Options
    • A. depth of the beam
    • B. th depth of the beam
    • C. depth of the beam
    • D. depth of the beam.
    • Discuss
    • 8. If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than

    • Options
    • A. d but not less than 0.20 d
    • B. 1.25 d but not less than 0.33 d
    • C. 1.5 d but not less than 0.33 d
    • D. 2.0 d but not less than 0.50 d
    • E. 2.5 d but not less than 0.50 d
    • Discuss
    • 9. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of

    • Options
    • A. the effective span
    • B. 1.25 times the effective span
    • C. 1.50 times the effective span
    • D. 2.0 times the effective span
    • E. 2.5 times the effective span.
    • Discuss
    • 10. The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is

    • Options
    • A. 26,000 kg
    • B. 26,025 kg
    • C. 26,050 kg
    • D. 26,075 kg
    • E. 27,000 kg
    • Discuss


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