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1633.2.5 Ties

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 I sent this a few days ago, got a notice it didn't go through so I'm trying again. Sorry if I'm repeating myself.
 
 
RE: 1633.2.5 Ties & Continuity
1.-Is the result of the formula in Allowable Stress or Strength Design values?
2.-The beam, girder or truss ties requires V= .5*Ca*I*(D+L). Is (D+L) the reaction at the end
of the beam or the total load on the beam?
Thanks for any enlightenment on this.
Macie