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Home My WebLink AboutFax (beam calcs) - 12/04/2000 DEC-04-2000 MON 03:13 PM NOFFKE LUMBER FAX NO. 9202353061 P. 01 Milli.‘ NOFFKIFIA LUM ER FAX 6,, ,a,,, N To : 1 ST. - OSHKOSH - PHONE 920-235-308 / FAX 920-235-3061 --------- L FROM : h.,,aiai , , .------------ NUMBER OF PAGES INCLUDING THIS COVER SHEET: il MF.SSAGE /& : , 2' 4 ` -: 1 '!.-; 1- 12 1 --1-01')-, - 6- - i - e if ‘--,) tn • - ,-,„)0),(---:... 3//6: Pi ip 61...)0,._:.,.:,? , A ---- -,‘ - F ,„ -1 I s,) .___.__.__________.._._...___________. 11■1 - URGENT _ PLEASE REPLY CALL WHEN RECEIVED PLEASE QUOTE ..._ .. , a .e....., , ...we . 0 . . e .. e . — ...—• .. ..... .w ..re. DEC -04 -2000 MON 03:13 PM NOFFKE LUMBER FAX NO, 9202353061 P. 02 i n f4;"‘79. MAIN BASEMENT BEAM Tlekrarn"' v; 45 neri;rl Nobel". 1000011752 0tt%MUSSA 1111 12,41111) 1:0128 PM 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL Pale 1 of 1 t3triel Coo : 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTS - __ _ _ — --._. ove►ap Dimension = 24' 2.25" [ [2) i3) g ;[‘ii Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 13' - Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING • REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Column 3.50" 225 ". Left Face 1937 / 547 12484 Detail A3 1.25" LSL Rini 2 Column 3,50" 3.5" Centered 4969 / 1451 / 6420 Detail B3 3 Column 3.50" 3.5" Centered 4969 / 1451 /6420 Detail B3 4 Pocket, Conc. /Block 3_50" 2.25" Right Face 1937'1547 / 2484 • Detail A3 - 125" LSL Rim - See Trus Joist SPECIFIER'S 1 BUILDER'S - GUIDES for.detail(s):. A3,.83, DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3325 2683 6318 Passed(42 %) Rt. end Span 1 under Floor ADJACENT span loading Moment(ft -lb) 4896 4896 11775 Pessed(42%) Rt end Span 1 under Floor ADJACENT span loading Live Def .(in) 0.085 0.263 Passed(t1999t) MID Span 3 under Floor ALTERNATE span loading Total Defi.(ii) 0.104 0.395 Passed(U914) MID.Sp.an 3 under Floor ALTERNATE span loading - Deflection Criteria STANDARD(LL: U360, TL:U240). - Bracir g(Lu): At compression edges (top and bottom) must be braced at 2' 8" o/c-unless .detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The Toad conditions _considered in this design include alternate and adiacent member skip loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist warrants the sizing of its products by this software wilt bo accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads; and - stated dimensions have beets provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available: Checkwith your supplier or Trus.loisttechnical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was.used for Code UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection: PROJECT INFORMATION OPERATOR INFORMATION: DEL TRtTT NOFFKE LUMBER INC 2013 SI•IERIDAN STREET RUSS HINTZE OSHKOSH, WI. 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyn)nt 0 IMO by Tads Jci:t, A Wcyort eusur nusptr•:4 TJ -Pro" and TJ•Bearn" are trademarks or TrusJui.'& Mrciulkh r a laoibtQrrd tr ark m.*k of Ttut: Joist. DEC -04 -2000 MON 03:13 PM NOFFKE LUMBER FAX NO, 9202353061 P. 03 4 In Wititi Wit Supplemental Report for 7,1 beam v`IA5 Srtrial NuntbPC 7000010752 2 Pcs of 1.75 x 9.5" 1.9E Microllam® LVL oc.AmuSA 1111 12(41(0 0. 012(1 PM Pa: 1041 14,4414C Itttormar.lon: MAIN 0A5114[:NT 61'AM Fto7a.:r lnh,rm.11 lon: 0per6t0t lnforaratinn: I I0. '1'1(1'0'1' NORIO: b•UMOLK 1440 2u13 1(10.1414%(1 o1'kI•'ET Ntl.:,^, IIIN'('LF 0:::{1;(N:1, W1, 1601 B13WEN STREET , P.0 li1NTZE t3SttttO.SHr W75 54 901 1920) 235 - 3090 1920) 2333061 - 10.75" 8'- 00.'75^ " 7'- 10.75.- M.W. Vurt)n.) Ras lion 'tnl.. lIIb) 2484 6420 6420 2404 L1vr(16) 1937 49013 4969 193 Rt(pi Iva (,0.111111 1.0401.11 00 1.30(3) 2.45(4) 2.45)S) 1.50(21 M,1x. 0nluac•0I 1.onlr1.31u) 32 32 32 32 32 Floor Lu,:Iil4ni3 un 111 xr::mb. LDP' - 1.00 ::cur 11,1 2154 -3::57 2 -2772 9257 -2154 tt ,l: Lion(11,1 2260 6019 6019 2260 1414 •nt (t 0 -)10 3 1364 -4155 1213 -4355 3384 1.1va ('41. ttr,) 0.059 0.010 0.059 'fu1,,1 betl.((S) 0.070 0.013 0.0 t lnor ALTONATL ap.trt 10..dttty on oal 1 mv141.1etr„ I.OE - 1.00 51.•',.0111,1 2369 -3041 666 -666 3041 -2369 )303r(165)111) 1484 3107 3707 2404 M,.mont(i1-(1) 409'1 -2651 -1300 -2651 4091 L(vt• ,'l(.ltp) 0.085 -0.053 0.085 Tul.,1) U.41.(1111 0.104 -0.050 0.104 Floor NTKRNA't'F span 1u.1dln0 nn even 4 wmhlr:4, 1,0f 1.00 till.••a(11,) 303 -1001 2762 -1762 1001 -303 pr.nclIonIlh1 331 3763 3 331 M29 I'1 (t1 -11,1 279 -2.754 2013 -2754 179 Llve »,'1.11s) -0.020 0.043 -0.028 Tot, (C[1.ikn) -0.016 0.060 -0.016 1(1111 AU.IAs4WT :Ton luadin0 ovar support 402 LUl' 21 3095 -2429 932 -372 51.0:;,0 (Ih) 399 I:oowli,3011u) 2199 6420 3362 14614Q113(01 -10 3172 -4076 2094 -2213 419 %Ivo 011.•1(.00 0.051 0.038 - 0.01'1 'Fatal 11001.11n) 0.0 0.040 -0.009 P'luul ADJACENT 'p 6 10•3di6y 04.t 3upg4+r0 4 3, 1•0F - 1.00 58'•nt1ILO 327. -932 2429 - 3095 3325 -2005 00,.0.10n.I1D1 199 3362 6420 2199 Mo(n,nt((L -1W 419 - 2213 2094 - 4896 3172 L1vo i'rI.11n) - 0.019 0.034 0.051 'tut.,.( 1011.,)p) - 0.009. 0.040 0.070 044 lll.ld, ;.14' - 1.90 0nc,r11131 110 - 666 -666 785 -519 I:to:10 11,.11h; 47 1451 1451 047 M.s 46: (1' -((,i 016 -1050 292 -1050 016 Cr) 171.( I'1 1000 by Tru8 J•2i ;L, A Wr•y.•ehaevncr 1163in• Miet1,1011145 ,4 a tr1313tett'(I tradom of Trus ;ai -t. TJ -NU" .tne TJ- ticdm'. ar trpd,mack; nr Trus Ju141.