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semirigid connections steel beams webs connected to a girder web

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Please somebody can give any insight about a reference using a welded (both sides) single plate semirigid conection in web beam-girder-beam.
My idea is to take 10 % negative moment in order to controll deflections only during construction phase.
Thanks for your time
 
Angel Gomez 
Aries Ingenieros Estructurales SC
Guadalajara,Jal. Mexico
angelgomez(--nospam--at)megared.net.mx