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iov. 28 . 2006 11 , 11AM Wadena Timberh ots No .7596 P. 2
<br /> ib iTruis Truss Type ICity iMy
<br /> :W611223 J A FLOOR 1 1 I i
<br /> Job Reference(options --------...-.
<br /> Waderm Timber Roots,Wading,MN fi82,-iFarlc WoFsa(iinbicMr - - - CM a Jan 212006 MITek industries,Inc.Tug Nor 2d 08:71:17=006 Pape 1
<br /> 0-1-8
<br /> fi 2F--0-0
<br /> r�i)s e■1:582
<br /> i
<br /> i
<br /> 2x8 II 3xe FP= 3x8 FP= 3x8 FP= 3x6 FP= 2x8 II Ij
<br /> 2x3= 8x10= 2x8 II 2x8 11 Sxe= 2x8 11 6xe= 2x8 II 8x10= 6x8 It 2x3= I
<br /> 8xe= 2x8 II 8xe=
<br /> 1 2 3 4 5 e 7 8 8 10 11 12 3 14 16 18 17 8
<br /> I q 30
<br /> 1
<br /> i 7B3 O
<br /> T
<br /> r ,408 ,508 1308 - 1312 r
<br /> 28 27 26 25 24 23 22 21 20 19
<br /> 4x8= 5x18= 4x10= 4x8= 4x10= 2x3 SP= 500= 8x8 4x8=
<br /> 3x12 MT18H FP= 3x12 MT18H FP=
<br /> 2x6 SP=
<br /> 33-0-0
<br /> 33-0-0
<br /> Picts Ofhtts(X,Yj: )2:0 4I,Edgs],[10:04-,Edge),[13:03.12,Edgel,[17:0-3.O,Edgel,[76:03-0,Edge),[19:Edge,0.141,[21:0-0.12,Edge),[23:0.3-e,Edgs],[24:074,Edgel,[28:0-be,Edge],
<br /> LOADING(psf) I SPACING 1.4.8 j CSI ' DEFL In (loc) UM Lid PLATES GRIP
<br /> TCLL 80.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.82 2334 x482 480 MT20 1819123
<br /> TCDL 18.0 Lumber Increase 1.00 I BC 0.73 Vert(TL) -1A7 23.24 3-368 240 MT18H 1971144
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.97 Hom(TL) 0.21 19 Na Ns
<br /> BCDL 5.0 Code IRC2000/ANSWS (Mstrbc) -- --------- -- ----_-- Weight 1841b- '-
<br /> 1 LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF 2400E 2.0 E TOP CHORD Sheathed or 6-0-0 oc pudirts, except and verticals.
<br /> SOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS . 4 X 2 SPF-S Stud*Except*
<br /> W3 4 X 2 SPF 165OF 1.5E,W3 4 X 2 SPF 1650F 1.5E,W3 4 X 2 SPF 1650E 1.5E
<br /> REACTIONS(Ibletw) 28-1414103-8,18 14141044
<br /> FORCES (lb)-Maximum Compressh>MMaximum Tension
<br /> TOP CHORD 28,29-484133,1,29■-494!33,19.10-361176,18.70-751175,1.31--1911,231--19-31,2-32-379910,3-32■-379810,3-4-379/0,
<br /> 4.33-379910,573--379/0,5 11--812210,634--812210,875--012210,7 75--812210,7-e-7181p,e-9--718118,978--715110,
<br /> 10-38--716110,10-37--883610,1137--883 610,11-12--0W810,12.13-•8838/0,1338-•481010,14-38--061010,14.15--4810!0,
<br /> 1579--4s1010,18J9--461010,1640--102510,4041--162510,17-01--162510,17-02--13f3,18-02--1313
<br /> SOT CHORD 27-28-0/209,28,27-0/5103,25-26-0!8735,2435-018738,23,24-0/0907,22.23-0/5881,21 22-0/5881,20-21-0/3350,19.20-011625
<br /> WEBS 2-28-2488/8,2-27m;8=41,3-27-110117/70,5-27--1919129,5-28--22911736,"On-973140,7.26-141415U,7.24--72611228,
<br /> 9-24--1000134,10,24■-91111043,10-23-42321720,11.23--1015136,13,23--08911546,13-21--17351214,1521--971140,1621-0/2060,
<br /> 1e-20--224910,1720-011243,17-19--2138/8
<br /> NOTES
<br /> 1)All plates are MT20 plates unless otherwise Indicated.
<br /> 2)This truss has been designed to carry a concentrated load of 2000.011b over a space 2-0-0 sq uare,anywhere on the top chord.
<br /> j 3)Recommend 2x8 strortpbacics,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nalls. Strongbacks to be attached to walls
<br /> at their outer ends or restrained by other means.
<br /> LOAD CASE(S)Standard
<br /> /hav ;tis vf�;<�
<br /> p� 00
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