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, ' SlruduralDesignAssceiates Title: Jobk (/` <br /> � � 221D Hewitt Avenue,Suite 401 Dsgnr: <br /> 1 Everett,WA 98201 Prqect Desc.: <br /> .�I�,. Phone:�425)339-0293 <br /> '� Fax:(425)252-0916 Pmject Notes: <br /> ,�• <br /> wwu�.sWcdes.com :::-,��.y,<:�:oro,u<;;a: <br /> Wood Beam Design ENERGLGING19932008,Va6.0.711 � <br /> �.��: . <br /> �escripfion: 2x10 joist with 3112'dia.Hole <br /> Maximum Deflections for Load Combinations -Unfactored Loads <br /> Load Combina6on Span IAax.Downward DeFl Loca6on in Span Idax.UpwaN Defl Location in Span <br /> --. __--�-----� --- —. _.. . <br /> L Only 7 0.2121 � 4.333 O.U000 0.000 <br /> D+iaS 1 02757 4.333 O.ODOD 0.000 <br /> D+L+Lr 1 0.2757 4.333 0.0000 0.00� <br /> MazimumVerticalReadions•Unfadored supponnotatron:FarieR��� <br /> � Soppotl 8 Lwd Combination Suppod ReacOon <br /> —. _ ___ ___ ___—__—______._—__ —_.________—_.___. _ _—_. .__- ____. _ ...-_-_.. <br /> Suppont, lD�L�Lr) ..-----------0.297 k <br /> SuDWn2. (D�t+Lr) 0.297 k <br /> MaximumVerticalReactions-Unfactored supponnocaron:Far�en�kt <br /> --- — ---- ------------------- _ --- -- <br /> Load ComGination Suppotl 1 Suppotl 2 <br /> _ _ —_.________ __-___..____.--_.__—._— _____— ____ _._—__—_ _ <br /> OrerallldAximu:n 0.297 � 0.257 <br /> D Only 0.069 0.069 <br /> L Only 0229 0.229 <br /> Dd�S 0297 0.297 <br /> D�i�i.r 0297 0.297 <br /> � <br />