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, ' ' `�'_."""�` �,'..'i A`.:;:.r- r.4�,. <br /> • j� :�� <br /> CHASKA BUI�DING CENTER Mark Osfby � 2�Apr 2�05 9:52 em <br /> 350 East Hlghway 212 P,O, Box 89, Chaska, MN. 55318 (952)448-B776 <br /> FASTBeam�Enginee�ng Analys/s�1996-2004 Georgla-Paclf/c Corporefion Version: 5.0 <br /> ProJect ; ""— <br /> Mark# : Beam -Floor <br /> Usage : Beam (F1oor) Repetitive : No Spacing (In.) : 0.0 <br /> Max Defl : LL ■ L/360 TL= L/240 Composlte Actlon ; No <br /> 6.0',666 pfl - [ � � 9,0",66fi pel <br /> ���7V ' — � � f���� <br /> � <br /> ,z�a� <br /> �{9�1J'-°'>>.��'J <br /> LOADS Project Dealpn Loada;Floor.�LIve=40 pal, Dead�96 psF Root;Uve=35 pef, Deed�20 paf. <br /> LIve+Dead Ld(1� Llvo Ld(�) LDF Locetlon' <br /> # 9hape �Start �End �8tart�End 3pant# 8tarte Ends Additlonal info <br /> 1 Unlrorm(pifl 440 320 1�096 0 0'0" 12'0" <br /> 2 Unlform(pl� 90 0 100°� 0 0'0" 12'0" <br /> 3 UnliOrm(pM) 110 70 11596 0 0'0" 12'0" <br /> a Partlal(pl� 990 630 115°k 0 0'0" 2'0" <br /> B Concentratad(Ibe) 5940 4320 100% 0 2'0" <br /> 6 Concentrated(lbs) 5840 4320 10096 0 12'0" <br /> Uniform(pl� 13 0 0 0 12'0" Self Welght <br /> Dimen�lona meesured fmm lei4 end whan s an#Is 0 otherwise frvm!eR end of the s eclfled s en, <br /> SUPPORTS(Ibs) <br /> � 2 <br /> Max R'n 1p822 1�962 <br /> Max100% 5520 686D <br /> Mex 11S% 1873 525 <br /> Min R'n 362T 3467 <br /> Min 1009�a 5520 8960 <br /> Mln 11sYa 1575 525 <br /> Dl R'n 3527 3487 <br /> Min Bretln•) 5.37 3,54 [Baaed on bearine strees below] <br /> Br 9tr 61 585 66S <br /> DES!(3N <br /> Vaiue Span X Group Allow LDF Ratlo <br /> V(Iba) 7755 1 1'5" 21 9310 100% 0.83 <br /> M(tt-Iba) 17527 1 4'7" 21 27182 100°r6 0.66 <br /> LtRn(Ib8) 10822 0 0'0" 61 11865 100°� O.BO See Note#5 <br /> RtRn(Iba) 1�952 0 12'p" 81 1188g 100% 0.92 See Note�f5 <br /> LLDefI(In.) 0.23 1 6'0" 61 0.40 U614 <br /> TlDefl In. 0.36 1 B'0" 81 0.60 U389 <br /> USE: �PLAM 2.OE 1.7Sx14.00"2 PUeB Grade,Plles aelected by Use� <br /> (3-P L,AM tm deoreis-Pacific Corp. <br /> NOTE3: <br /> i.Deo(pned!n aecordenae w►th Netlona/Dealpn SpeclflceNons for Wood Construcdon and epp/tceble Approvala or Researeh Reports, <br /> 2.Provlde lafon/aupport at the bearinp Iocallon neero�t each end of the membar. Condnuoue latera!8upport requ�red fcr aompieasfon <br /> ed�e. <br /> 3.loada have been lnput by the uaer end have not bsen verlBod by GeorpPe-Pacl1lc Corpoisflon, <br /> 4.Deslgn valld!or ery uae only, <br /> 6. Thla roacHon la beaod on the comb�natfon of loada 6 dureNon Ibctors that pr�ducea the h►Bheat stross rallo end rrray be les�thsn <br /> maximum roactlon.Thenafore, when roactlon valuas are requlrod, uae Mex R n/rom 'Supporta'aeetion above, <br /> B.Bearine lanpth 6ased on doslgn matenal;suppoR maferlal cepaefty sha/!be vorlfled(by othars), <br /> 7. When rsqulred by ths 6uRdlnp code,a replat�r+ed dea/pn profaaslone!or bulldlnp otllclsl ahould varlfy the lnput/oads end product <br /> ePP�leatlon. <br /> 8. Thfs englneered lumber produc!haa been s/zsd for rerldendal a�o.A aoncentretod load check,per the bWlding code,must be per/ormed <br /> lor commar�la►uaes. <br /> 9. Varlfy that loed fa applled et top or equelly ftom both s/dea. <br /> 10.Nail p!►ea topethor wlth 9Bd nalls�12'da along top end botto►n edpaa and thru csnM�Nel!htm altemeto feaea,2"fYom edges. <br /> 11. Company,product or b►and namea reierenced are frademeiks or replstsred frademarks of thelr rospecWe owne�s, <br /> 12.Load Combinetlona:10�D,20�D+1 p09b,30=D+11696,40■D+�a5gg,sp•D t 13396,BO■.D+10096 t 115%, f0�D+10a�+1 Z5�6 <br /> ,80=D+�OO�i�13355, 90=D+10096+1 id4G+1g39�/2, 100 o D+10040+11'95/�Z t 133%, 1 f 0�D+Commerclel Ld(10035) <br /> 13. G�oad Combinetlon Number�Losd Pettem namber (For armple spen Load Aattem�1 for LL 0 for D� <br /> l/l 'd Oti�� '°N a � �ua� �uip � inq p�sPy� Wb90 � � 1 GO�l '�Z �ady — <br />