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Job Truss !Truss Type IOty Ply
<br /> 001 F6 FLOOR 1 1
<br /> IJob Reference(optional)
<br /> P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:41 2012 Page 1
<br /> 0-4-0
<br /> 1-11 2-3-7 - -I I 0-10-12
<br /> OI1 O�AScaie:
<br /> 6,7= 344= 344= 15,311 447= 1 54 11 344= 1.54 11 344= 3,6 FP= 1 5,311 344= 154 11 417= 1 5.3 11 54= 1 54 11
<br /> 2 3 5 6 7 6 9 10 11 12 13 14 15 16
<br /> .-
<br /> at
<br /> O O O 3 _ B j.� B _ 6 _ B � _ ■
<br /> 'i''' 4444114% i 114411144441442124404
<br /> a V.
<br /> 26 25 24 23 22 21 20 19 16 17
<br /> 15411 4410= 44= 34= 345 9116 FP= 34= 446= 507= 1.54 II
<br /> Q-4-pp 26-6-3
<br /> -4-6 26-2-3
<br /> Plate Offsets(X,Y):(1:0-1-8,Edge),(17:Edge,0-1-8) __
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.51 21-23 >616 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.90 21-23 >347 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(TL) -0.01 17 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight:110 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF 1650E 1.5E TOP CHORD sheathed or 6-0-0 oc purlins:1-16.
<br /> BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 4X2SPFNo.2
<br /> REACTIONS (lb/size) 17=1042/Mechanical, 1=1042/0-3-8
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 1-26=0/8,16-17=-30/0,1-2=-1666/0,2-3=-1663/0,3-4=-1663/0,4-5=-3405/0,5-6=-3405/0,6-7=-4757/0,7-8=-4757/0,8-9=-4828/0,9-10=-4828/0,10-11=-4828/0,11-12=-3620/0,12-13=-3620/0,13-14=-1129/0,
<br /> 14-15=-1129/0,15-16=0/0
<br /> BOT CHORD 25-26=0/0,24-25=0/2237,23-24=0/4230,22-23=0/4944,21-22=0/4944,20-21=0/4375,19-20=0/2526,18-19=0/564,17-18=0/564
<br /> WEBS 1-25=0/1893,3-25=-62/0,4-25=-1004/0,4-24=0/1353,5-24=-173/0,15-17=-1152/0,15-18=-16/0,6-24=-957/0,6-23=0/611,7-23=-168/0,8-23=-216/0,8-21=-134/0,10-21=-167/0,11-21=0/526,11-20=-875/0,
<br /> 12-20=-168/0,13-20=0/1267,13-19=-1619/0,14-19=-147/0,15-19=0/1150
<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)Recommend 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 /> 57--C A/D/lie )C CIGe_-_
<br /> �.�(/1 yz-vc-/ cZ,C/.2- z 'to V
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