|
- - - - - .
<br /> Job 1ITruss Truss Type Oty Ply
<br /> 001 F11 FLOOR 1 1
<br /> _ ___ _ _ __ Job Reference(optional)
<br /> P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:48 2012 Page 1
<br /> 0-5-7
<br /> I-II 237 II 1-6-5 I I 1-9-3 jr�sa4.13.5
<br /> 36 FP= 3.6 FP=
<br /> 647= 50 II 2,6 II 6x7= 2,611 4,II 2ffi II 4x7 II 26 II 5x111 2,6II 6x1= 6x10= 28611
<br /> 2 3 4 5 6 7 8 9 10 II12 13 74 15 16 11
<br /> la-
<br /> \\\rr
<br /> ■ ml ■ Y .
<br /> 28 27 26 25 24 23 22 21 204x1- 19 1B
<br /> 15,311 4,1= 4ffi= 3,8= 3,6= 3x15 MT16 FP= 3x6= 4x10= 1.5x3 II 6x4=
<br /> 1.5x3 SP=
<br /> 5- 25-8-10 27-8-13 28-6-1
<br /> "5" 25-3-3 1 2-0-3 1 0-9-4 1
<br /> Plate Offsets(X,Y):)2:0-1-8,Edge),)3:0-3-0,Edge),(15:0-1-8,Edgej,)17:0-3-0,Edgel,(18:Edge,0-1-8),120:0-1-8,Edael,(27:0-1-8,Edge)
<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 0.23 Vert(LL) -0.55 24 >609 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.70 Ven(TL) -0.97 22-24 >347 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress lncr YES WB 0.60 Horz(TL) 0.02 18 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:145 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF No.2 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 /> WEBS 4 X 2 SPF No.2
<br /> REACTIONS (lb/size) 2=1155/0-3-8, 18=1117/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 2-28=0/9,17-18=-6/0,1-2=0/0,2-3=-1883/0,3-4=-2968/0,4-5=-2968/0,5-6-5135/0,6-7=-5135/0,7-8=-5951/0,8-9=-5951/0,9-10=-5951/0,10-11=-5951/0,11-12=-5427/0,12-13_5427/0,13-14=-3556/0,
<br /> 14-15=-3556/0,15-16=-2066/0,16-17=0/0
<br /> BOT CHORD 27-28=0/0,26-27=0/1883,25-26=0/4201,24-25=0/5685,23-24=0/5831,22-23=0/5831,21-22=0/4635,20-21=0/2066,19-20=0/653,18-19=0/653
<br /> WEBS 15-20=-970/0,15-21=0/1697,14-21=-184/0,13-21=-1236/0,13-22=0/907,12-22=-185/0,11-22=-463/0,11-24=0/138,9-24=-186/0,7-24=0/305,7-25=-631/0,6-25=-182/0,5-25=0/1069,5-26=-1412/0,4-26=-148/0,
<br /> 2-27=0/2144,3-27=-1017/0,3-26=0/1386,16-19=0/13,16-20=0/1720,16-18=-1289/0
<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 /> 'Z5:570 Gei /v4K> /?' ----,---(/1/346Z-. `7 42dZ
<br />
|