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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen
<br /> MASTER Al Common Girder 1 3 Job Reference(optional)
<br /> Littfin Truss Company,Winsted,MN,Jim Boruff 7.630 s Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:46:21 2015 Page 1
<br /> I D:hi_UYLsW9c273?ofbEtL7OyCz2x-9AnAS UCZ6p54UxNA W LdBsl iFrSNt5DVXQ 2VtF LyCjrO
<br /> -1-4-8 0-0-0 5-6-5 10-10-3 16-2-0 18-6-2 23-0-9 27-7-1 32-4-0 33-8-8
<br /> 6x8 II Scale=1:51.6
<br /> 5 6x6
<br /> 4.00112 ee 6
<br /> x4 i 22 234 6x873x43 , :'� 3x55x10 MT18H= 8
<br /> _rlir
<br /> � 6x14 M18SHS=
<br /> 18 -,�,�, � : %ii11111111.111b..._ 9
<br /> \ 20
<br /> ...1.
<br /> .� --- --- = IN;
<br /> C. '= 19 24 25 26 27 28 15 2930 31 32 33 34 35 36 21 37.' b
<br /> 17 16 14 13 12 11
<br /> 3x6 II 6x6= 9x10 MT18H= 12x16= 10x12= 3x8 II
<br /> 8x8=
<br /> 0-0-0 5-6-5 10-10-3 16-2-0 18-6-2 23-0-9 27-7-1 32-4-0
<br /> 1-4-8 I 32-4-0 I 1-4-8
<br /> Plate Offsets(X,Y)-- [2:0-5-5,0-1-1],[6:0-1-0,0-1-12],[11:0-6-8,0-1-8],[12:0-6-0,0-7-8],[13:0-8-0,0-8-0],[14:0-4-0,0-3-12],[16:0-2-8,0-3-0]
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.40 12-13 >968 240 MT20 197/144
<br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.91 12-13 >429 180 MT18H 244/190
<br /> TCDL 10.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.20 9 n/a n/a M18SHS 244/190
<br /> BCLL 0.0 Code MNSRC2015(TP12007 (Matrix-M) Weight:807 lb FT=20%
<br /> BCDL 10.0
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x6 SP 2700F 2.2E TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins.
<br /> BOT CHORD 2x10 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 2x3 SPF Stud*Except*
<br /> W5:2x4 DF 1800F 1.6E,W6,W9:2x4 DF No.2 or 2x4 DF-N No.1/No.2,W7:2x10 SP 2400F 2.0E
<br /> W8:2x4 DF Std or 2x4 SPF Stud
<br /> REACTIONS. (lb/size) 2=9501/0-5-8 (min.0-2-11),9=16421/0-5-8 (min.0-5-1)
<br /> Max Horz 2=-75(LC 33)
<br /> Max Grav2=9692(LC 2),9=18384(LC 2)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-18=-27122/0,3-18=-27116/0,3-4=-27002/0,4-22=-25997/0,5-22=-25887/0,5-6=-25787/0,6-23=-32668/0,7-23=-32751/0,
<br /> 7-8=-42067/0,8-20=-45588/0,9-20=-45678/0
<br /> BOT CHORD 2-19=0/25664,19-24=0/25679,17-24=0/25679,17-25=0/25679,25-26=0/25679,26-27=0/25679,16-27=0/25679,16-28=0/25586,
<br /> 28-29=0/25586,15-29=0/25586,14-15=0/25586,14-30=0/30962,13-30=0/30962,13-31=0/39972,31-32=0/39972,32-33=0/39972,
<br /> 12-33=0/39972,12-34=0/43179,34-35=0/43179,11-35=0/43179,11-36=0/43179,21-36=0/43179,21-37=0/43156,9-37=0/43141
<br /> WEBS 3-17=-610/48,3-16=-461/691,4-16=-212/944,4-14=-1563/427,5-14=0/15214,6-14=-13825/0,6-13=0/15138,7-13=-10875/0,
<br /> 7-12=0/8155,8-12=-3391/214,8-11=0/2433
<br /> NOTES- (12-14)
<br /> 1)3-ply truss to be connected together with 10d(0.120"x3")nails as follows:
<br /> Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc.
<br /> Bottom chords connected as follows:2x10-3 rows staggered at 0-4-0 oc.
<br /> Webs connected as follows:2x3-1 row at 0-9-0 oc,2x4-1 row at 0-9-0 oc,2x10-5 rows staggered at 0-4-0 oc.
<br /> 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only
<br /> loads noted as(F)or(B),unless otherwise indicated. L 0TTFIIN.
<br /> Continued on page 2
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