April 2011
Intermediate to advanced
659 pages
16h 33m
English
Content preview from Mechanics of Solids, 2nd Edition
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Multiple Choice Questions (Miscellaneous)
- Select the wrong statement for a beam.
- B.M. at simple supports at the end of beam is always zero
- B.M. at all simple supports along the length of a beam is always zero
- B.M. due to u.d.l. will vary parabolically
- If the beam bends in a circle between two sections the bending moment does not vary between them.
- Principal stresses at a point in plane stressed element are σx = σy = 500 kgf/cm2. Normal stress on the plane inclined at 45° to x-axis will be
- 1000 kgf/cm2
- 750 kgf/cm2
- 500 kgf/cm2
- 0
- A beam of uniform strength is one with
- same bending stress at all sections
- same bending moment at all sections
- same shearing stress at all sections
- no shearing stress at any section
- A beam under pure bending ...
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