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HomeMy WebLinkAboutFax (beam calcs) - 9/17/2001SEP-17-200] MON 04:45 PM NOFFKE LUMBER FAX N0, 9202353061 ~ P, O1 1525 $QvVEN ST. - 05I-ik0511 - PEtC)NE 92(~~35-3080 /FAX 9242353061 I1UMRI.R OF 1'AGL-:S INCLUDING THIS CC)VFR SHf:F1 : ~„"t" ...,. ~_. ~~.~~~c~ ~o-~~ ~~~ r f~ t~~'~Gt/ ~~ s 1JRGENT Pr.FASF, REPLY _.__ CALI, WI-It-.N RECEIVE)) ~ PL~1SL Q SEP-17-2001 MON 04 45 PM NOFFKE LUMBER FAX N0, 9202353061 P, 02 (~.//./'~!~~'~~~~/l//.. BASEMENT BEAM UNDER BATH AND BACK ENTRY TJ-Ha;.en"° v5:1'~i Sr:th+tNumbfv; 1W11GY1~ HrnMUSn 1111 ~nrrot 2~7:38PM ~ pcs of 1.75" X 9.5" 1.9E Microllam~ LVL Pspe 1 W 2 Build Cod!: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESII(iN CONTROLS FOR THE APPLICATION AND LOADS LIS Overall Dlmet-slon =16' 91M" - ~-'_ ~-.. .. ..~ ~M ,~-..... -8' 112"--....-_ a -..,.--B' 8 3t4"- .., -_ e Product blagram la Concep/ual. LOADS: Analysis for Beam Member Supporting FLOOR - RES.. Application. Loads(psQ: 40 Live at 100°~ duration; 12 Dead; 0 Partition; and: Tributary Load Width: 14' TYPE CLASS L11fE DEAD LOCATION APPLICATION (1) Point{Ih;.) Floor(1.oo} 1540 477 0 Adds to f'cott{1b~..) Floor(1.00) 1540 477 5' 6" Adds to Uniforrn(plf) Floor{1.00} 560 168 5' 6" to 8' Adds to (i) Point(tbF,) Floor(1.00) 1820 572 8' Adds to Poinl(Ibs) fioor(1.00} 1820 572 14' Adds to Uniform(plf) Floor(1.00) 560 168 14' to 15' Adds to point(Y1s.) ploor(1,DD) 1314 5fi9 15' Adds to COMMENT (1) P,nalysis assumes loads are passed through to support: SuKrclent strength fuU depth blocking, rim, or squash blocks are required at dropped supports. The accessories shown,. at ttte.diagram. above, have NOT been Checked for capacity. Dovwtward acting point loads are inc;kJded In the reported SUPPORTS reactions. These are the reactions associated with the highest c0e~cient of dtrrlrtion and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WID"fH LENC7H LIIIE/DEAp/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 3.:i' 4093 / 1102 / 5195 1 9.5" Detail L1 2 Column 3.5D" 3..895" 11611 / 37.24 / 15336 1 9.5" Detail 83 3 f ocket, Conc.l8lock 3.50" 2.25" 4703 / t47?. t 6182 1 9.5" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUtLDER'SGUIDES fordetail(s): L7, 83, A3. - Bearing length requirement exceeds input at support(s) 2. Supplemenlat hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL. LOCATION Shear(Ib} 960t 5&62 9476 Passed(62•~) Rt. end Span 1 under Floor loading Momcnt(ft-lb) 11133 11133 17662 Passod(63°~) Rt. end Span 1 under Floor loading Lino Defl.(irt) 0.145 0.285 Passed(Lf710) MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.180 0.4213 Passed(tJ592) #ID Sport 3 under F'bor ALTERNATE span loading UeflCCtion Criteria: STANDARO(LL: U360, TL~U240). - Bracing(Lu): AN compression edges (top and bottom) must be braced at 2' 8" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member Stability. - The load conditions considered in this design include Alternate member loading. PROJECT INFORMATION OPERATOR INFORMATION: RUSCH HOMES LLC NOFFKE LUMBER INC 1300 JUDY LEE f2USS HtNTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE .OSHKOSH, WISCONSIN 54901 (920) 235.3080 (920)2353061 ~pyriyht Q+2t>Iw by Tr~° Joist. ~ Weyorhucuser Bu;,ine ~s TJ-Pn>"' and TJ•t~emTM are -radom;+rk,~ of Truk JObt . Micrull,+r4On is n r~pi~tt!rcd t .Memark W t'rus Joist , SEP-17-2001 MON 04 45 PM NOFFKE LUMBER FRX N0, 9202353061 P. 03 1 ~~,~ ~,,,,, BASEMENT BEAM UNDER t3ATH AND BACK ENTRY ~n 7.~~,1~../,,, rte..., T}Pc;~mO1 J.~,> Srri~I NunrUM' lOQ/,G08ri „UM„~.~ ,,,, q„gym, z:5~:~a~M 3 Pcs of 1.75" x 9.5" 1.9E Microllam® L r.r~~ i or z Drldd Codc; ,AG THIS PRODUCT MEETS OR EXCEEDS THE SET DESi6N CONTROLS FOIi THE APPLICATION AND LOADS L ADDITIONAL NOTES: -1MPORTANTI The analysis presented is output from software developed by Ttus Joist (TJ). TJ warrants the sizing of its products by this software wit bo accomplished in accordance with TJ product design crderia and code accepted design values. Tho specific product application, input design loads, and stated dimensions have been provided by the software user: This output has not boon reviewed by a TJ Associate. • Not all products are readily available. Check with your suppler or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SU85TITUTION VOIDS THIS ANALYSIS. - Allowable Stre^,s Design methodology was used for Code BOCA analyzing the TJ Residential product listed above. -Note: See 7J SPFCIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION 01F RUSCIi HOMES LLC 1300 JU(JY LF:C- OSIiKOSH, WI Gopyriphl tr 2PQ0 by TrU~• Joist, a Wcyta~atsuser Brrsiaese. Micr~~lU,m~ i~ a rcpi;.rmcd li:idamaxk of Trus Juist . °RATDR INpORtNAT10N• NOFFKE LUMBER INC ROSS FIINTZE 1x01 BoWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 23530th TJ-Pro"r pnd TJ•Deam^' nre,radrnlerrts ar Tnrs J!d~ SEP-17-2001 MON 04 45 PM NOFFKE LUMBER FAX N0, 9202353061 Pr 04 ,~, g~pk~ntal ((sport for TJ ~,,,;„„ v5 sr; sl;rktl tv(lmttcr. T(>Q11hsYx 3 PCs of 1.75" X 9.S" 1.9E Microllam® LVL tlrAMtJEJ! 111 t Af17/Ot 2 57-.39 PM t`oal, t nr 1 ta,nwcr tn(brmnt.lun: Dnr:, McN'C UItnM UHI;rt:R l+ATll AND PICK r'NTIIY trp2ratoc Inform•Tti+?n: ptulrr] Inturm,lion: NUFFKE I.UMUtR INC t7U::C11 FIUFiCS 1dL: RUGS NIN'1'2•F 17D(1 ,113DY 4ii: 1601 DUWEN d'PREIG'e r RUSE HINTa:F: C!;I~Kr~~H, Wl OSI1RCr.T11, WLSCUNSLN 54901 (920) 27i-3000 {920) 23570ti1 ^ 't'-1O~SO" 8'- 6.75-,. M,.x, Vuttic:al F.o.,tr,iun Rut.,llll) 1;38+; 61~? 579) 11611 A'304 6lvetlt,l 4093 3 871x) 1.S7tG1 k~:ipliro4 I+r'•,clnq y,rhfJintln) . 1. SOlGI 71 32 31 Mox. Unbi.;c~-,J l,~•ngchlln) . F1uar )u.;•ling Dn :,ll al~ant+c c'„ LDF' ~ 1.00 216) -9601 5734 -56]5 ~I,c;,~ lln) ji)9 4610 t533G y.;•.lcl•iun11w1 -1D7l4 -11133 9t16G Mumr•nC (fl-It:l 0.046 0.103 Livo Uril.)int 0.060 0.179 h lain. nL'1'N11NA'f {: _pnn lo~~clln0 rat ndJ A mcmhr.t5, t~DG ~ 1.00 9016 lORI -]000 ..^.nn,rl3b1 3U;i5 - 519b 10977 1030 lir~ac't tru, l)3,) 6).9U -fi5T,7 1399 Mom:•n 1.1Et-lF+l 0.094 -0.049 Llva ucl;t,{in) 0.j0'l ,0. D3] Tidal DrEl,ltn) h'luOr A1,Th,p.NATh; span loading on rv,:n Y mamturr~, LDt' 1.00 -2071 5292 -6059 _Gr.,elild 9 516 (1103 6102 Ho:,!; r.tuo(11'3 _-t223 -7743 11019 Mninc,tt llL-lhl -0.051 0.145 Livn fr.•fl.lln) -0.U41 0.190 n+:.an loan, ],uF' - n.9D 59s -2706 1418 -1442 Gnr•.,,~11u) 1472 1L02 3724 P..:~,-r ionlit,f -2637 -2773 249t +;upytltPub m 7V00 Gy 'frus Joict., a Wcyerh.lurrc NV!+lnn~n. M3rTultam+v is a toglstnrecf t.t3ri,•n3at~ ut '1'c'u~ Jglst '1'.T-YCV" knit 1'J-Hi`dnt 1YJ t.T 1d+~n~[ka OI[ RcuS Jo1:a