Laserfiche WebLink
te <br /> ,. ; AJ[ci rill R��# <br /> as <br /> CMI <br /> AW-Arthaa-'cr Busir-s 2 Pcs of 1 3W x 11 We.2.0E Pdrai# <br /> a«iia;Num::7 60, SET DESIGN <br /> Paritt h ,�„ D CT MEETS nR EXCEEDS THE <br /> �aa�e t r�;aictE`��-r`«�:x:�`c.5.l2 THIS ist PICT THE APPLICATION�'�Op; ;�1 sD S. <br /> CONTROLS FOR APPLIC,-. <br /> '► <br /> __________L_____-------ryi <br /> V-1 <br /> Analysis is for a Drop Beam Member. T AL--ut r Lcad <br /> Primary Load Group-Reside-- al-Living Areas(psi):40.0 Leat 100%duration,15.0 Dead <br /> Veitcal Deed Ji 1it5rs Comment <br /> Type Class five Loca o' et # <br /> Jni or n(pl) Floor(1D0) 360X) 135.0 0 To 9'S Adds To <br /> Point(lbs) C io 1-(}_}'4 0 5096 3l' <br /> r Point(,tha)- =loot(~0(1 0 ¶9 s <br /> (1) Poir;t(lbs) Floor(1D0) 0 1570 9'5" - <br /> -(1)rs =''�assumes loads cit gt: S,th:lei-i steta:- un vim3.,bios-.; r -- S;ey.aS"bine',_are_ <br /> -�'.€! at sup <br /> nrtisl <br /> ' The <br /> sori the have NOT been cti�cW tot sclY Do i and a ting point leads are included Li the r ai`spnTlei <br /> a <br /> These e the reactions associated with the highestcoeffiic of duration aid troy not he the mostCRiTiGA!case when des ing the <br /> ar <br /> sup Y.t;fl _ : <br /> SUPPORTS: Detail OtherInput Rearing Vertical Reactions(lbs) <br /> Width Length _.UvelDeaWUP1ttrotal <br /> 1 Wood column 5.25" 5.25119331 783121 019745 L i:Blocking ;usto.m Shocking <br /> 9933#5627#0#7551 L5 None <br /> 2 Wood column 5.25° 5.25" <br /> � <br /> _Cs.-T.I^�'.arr++-tr�c t Rt�tt.�3Lz7c GUIDE for�>�.ai.. 1-B ockir:`�,,5 <br /> -.-i.r <br /> DESIGN CONTROLS: <br /> Max me t sigma rmlQsstrol Location <br /> Shear OW -5815 -.5tut <br /> .e7 8035 Passed(65%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 16337 16331 19902 Passed(82%) MlD Span 1 under Floor ioadirg <br /> Live Load Delcin) <br /> 0 0 3.01 Passed(11999`) MID Span 1 under Floor loading <br /> v:.,73 .,.__. <br /> n_257 0.452 Passed(Lf423) MID Span 1 under Floor loading <br /> Total load net;(in)ii j <br /> -Deflection Criteria:STANDP RD(LL:L 3,T!! 40). p attachment and pasdiors[r�J of lateral <br /> r d 4�;,„"?tired be bracedat 2'8"o#c unless detailed otherwise. ter <br /> -tJrci-li iiu`(iaj.i i3Or:iFrC'...`--••a^.: (ter,and - <br /> {}acinu is required to achieve member stahtlfy. <br /> ... f.c�tw_rh�!i!lllA!•�Tr <br /> OPE =T:. I -- : <br /> PROJECT INFORMATION: TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> :i_0 BAM ST <br /> BLAINE,MN 55449 <br /> Phone-7M-780-B004 <br /> Fax :763-T80-B015 <br /> D FPPLANNINGDESIGN4ViSL C Ot+ <br /> ..^.�' 2 i` t c eA T-raewrtaxiC O.` <br /> __.: 1:15,s Ja2S. <br />