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( � rLu n°"�` ( <br />425-512-3090 / www threenaildesiK�s mm � <br />IIeamCheA v207J licensed m• Three Nai1 Designs Reg:8557-66863 <br />2910 Lconard <br />Side Beams Pre ared bv: TN'H Date: 12/02/11 <br />Selecrion Sl/� 141/2 Q8 ZQ'-V4 DF/DF Lu = 0.0 Ft <br />(.'nnriilinnC ND$ 2005 <br />Min Bearin � Area <br />Dara 6eam Span <br />Bcam �Vt per ft <br />i��m \�'t Included <br />�4ax n4oment <br />TL Max Defl <br />LL Mar. Def1 <br />.1= 5.7 in' R2= SJ in' p.'. <br />12.0 k Reacti:m 1 LL <br />13.08 # Rc:ction 1 TL <br />]57 u Maximum V <br />11035'# Max V (Reduced) <br />L/ 240 77. Actual Defl <br />L/ 360 LL Acwal DeR <br />DL DeA= <br />2250 ++ <br />3678 a <br />3678 � <br />3142 u <br />L / 376 <br />L / 734 <br />Attribures '� '' i uen nni ��. ��r <br />Actua] 94.17 53.81 0.38 0.20 <br />Critical 55.18 19.6a 0.60 0.40 <br />Status OK OK OK OK <br />liatio 5996 3690 64?0 4940 <br />I :�/ues Reference Values 2400 <br />— — � <br />Adjustments Cv Volume 1.000 <br />Cd Duration 1.00 <br />Cr Repeeitive 1.00 <br />Ch Shear Stress <br />Loarls <br />19 in Recom Camber= 0.28 in <br />Reaction 2 LL 2250 # <br />Reaccion 2 TL 3678 u <br />240 1.8 650 <br />740 1 8 �S� <br />1.00 <br />N/A <br />CI Swhility 1.0000 Rb = 0.00 Lc = 0.00 Pt <br />Unifnrm LL: 375 Uniform TL: 6b0 = A <br />l?nifnrm i.oad A <br />� <br />Rl = 3678 R2 = 3678 <br />SPAN = 12 FI' <br />I?niform and partial uniCorm loads arc lhs per lincal ft. <br />