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Job ------ -- Truss ---_-_. ---- Truss Type--- - -Oty Ply --- -.-_ ----- ---
<br /> 001 F8 FLOOR 1 1
<br /> Job Reference(optional)
<br /> P&M Truss Inc.,!sant',MN 55040 - - --- 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:44 2012 Page 1
<br /> 0-4-0
<br /> H I 2-3-7 10-F 0-121 f: C1-1a 7-1
<br /> 3s
<br /> �� b-14
<br /> art GP= 36 FP=
<br /> 6x)= 26 II 6.6= 2.6 II 527 II 2,6 II 4.7 II 26 II 4.7 II 2611 6,7= 2.II 6.7= 60= 24 II
<br /> I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
<br /> ialtv, !..?'
<br /> WA I IIA.: at1S
<br /> 28 27 26 25 24 23 22 21 20 19 18
<br /> 15.11 5.12= 4.10= 36= 3,05 MT16 FP= 36= 36= 4x10= 56= 15.311 4x5=
<br /> 2,4 SP=
<br /> LT4-P 27-3-1 1 28-4-15 129-2 -31
<br /> 0-4 -0 26-11-1 _ 1-1-14 0-9-4
<br /> Plate Offsets X : 1:0-1-8 Ed.e 15:0-1-8 Ed.e 17:0-3-0,Ed.e, 18:Ed.e 0-1-8 20:0-1-8,Edgel
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.56 23-25 >614 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.99 23-25 >349 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.04 18 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:149 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD sheathed or 6-0-0 oc purlins:1-17.
<br /> BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> W EBS 4 X 2 SPF No.2
<br /> REACTIONS (Ib/size) 18=1149/Mechanical, 1=1149/0-3-8
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 1-28=0/8,17-18=-23/0,1-2=-1951/0,2-3=-1951/0,3-4=-4037/0,4-5=-4037/0,5-6=-5837/0,6-7=-5837/0,7-8=-6293/0,8-9=-6293/0,9-10=-6293/0,10-11=-6293/0,11-12=-5407/0,12-13=-5407/0,13-14=-3174/0,
<br /> 14-15=-3174/0,15-16=-1498/0,16-17=0/0
<br /> BOT CHORD 27-28=0/0,26-27=0/2609,25-26=0/5071,24-25=0/6195,23-24=0/6195,22-23=0/5981,21-22=0/4427,20-21=0/1498,19-20=0/658,18-19=0/658
<br /> WEBS 16-20=0/1359,15-21=0/1909,14-21=-189/0,13-21=-1435/0,13-22=0/1123,12-22=-195/0,11-22=-657/0,11-23=0/358,9-23=-199/0,7-23=0/113,7-25=-410/0,6-25.-197/0,5-25=0/878,5-26=-1185/0,4-26=-191/0,
<br /> 3-26=0/1635,3-27=-1116/0,2-27=-143/0,1-27=0/2221,16-19=-2/0,15-20=-1052/0,16-18=-1299/0
<br /> NOTES (6)
<br /> 1)All plates are MT20 plates unless otherwise indicated.
<br /> 2)Refer to girder(s)for truss to truss connections.
<br /> 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
<br /> 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
<br /> 5)CAUTION,Do not erect truss backwards.
<br /> 6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
<br /> the component is incorporated into the overall structure.
<br /> LOAD CASE(S)Standard
<br /> VS--5- wa ___ - C -6 e-- c/ 42-a1V9
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