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A fixed end beam is subjected to a load, W at $1/3$ rd span from the left support as shown in the figure. The collapse load of the beam is:

  1. $16.5 M_p/L$
  2. $15.5 M_p/L$
  3. $15.0 M_p/L$
  4. $16.0 M_p/L$
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