|
Job Truss Truss Type -fay Ply
<br /> 001 F9 FLOOR 9 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 12:37:45 2012 Page 1
<br /> 0-4-0
<br /> HI 2-3-7 1 011 21
<br /> x...1:36.,
<br /> 3x6 FP=
<br /> 3.FP...-
<br /> 6,= 2,8 3 64= 246 II 5,II 26 II 47 II 2x6 II 4,II 2x6 II 647= 2,6 II 600= 34 II
<br /> I 2 3 5 6 7 8 9 10 11 12 13 14 15 18
<br /> O r - T1 ' - ® 1r. a 7"
<br /> . - et_ ITS •- _
<br /> 25 24 23 22 21 20 19 16 17
<br /> 154 II 5x12= 4x10= 3,8= 3415 MF16 FP= 3,3= 3x8= 410= 40=
<br /> 24 SP=
<br /> 4- 29-9-8
<br /> 4- 29-5-8
<br /> Plate Offsets X : 1:0-1-8Ed.e 17:Ed.e,0-1-8
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl lid PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.60 20 >582 360 MT20 197/144
<br /> ___J
<br /> TCDL 15.0 Lumber Increase -1.00 BC 0.76- Vert(TL) -1.06 20-22 >332 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress lncr YES WB 0.64 liorz(TL) 0.05 17 rVa n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:152 lb
<br /> LUMBER BRACING -�
<br /> TOP CHORD 4 X 2 SPF 2100F 1.8E 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 4 X 2 SPF No.2
<br /> REACTIONS (Ib/size) 17=1171/Mechanical, 1=1171/0-3-8
<br /> FORCES (Ib)-Maldmum Compression/Maximum Tension
<br /> TOP CHORD 1-25=0/8,16-17=-70/0,1-2=-1991/0,2-3=-1991/0,3-4=-4132/0,4-5=-4132/0,5-60-6010/0,6-7=-6010/0,7-8=-6545/0,8-9=-6545/0,9-10=-6545/0,10-11=-6545/0,11-12=-5735/0,12-13.5735/0,13-14=-3585/0,
<br /> 14-15=-3585/0,15-16=0/0
<br /> BOT CHORD 24-25.0/0,23-24=0/2665,22-23=0/5204,21-22=0/6406,20-21=0/6406,19-20=0/6270,18-19=0/4797,17-18=0/1939
<br /> WEBS 15-17=-2223/0,15-18=0/1872,14-18=-179/0,13.18=-1389/0,13-19=0/1074,12-19=-196/0,11-19=-612/0,11-20=0/316,9-20=-200/0,7-20=0/159,7-22=-454/0,6-22=-198/0,5-22=0/923,5-23.1229/0,4-23=-192/0,
<br /> 3-23=0/1680,3-24=-1143/0,2-24=-143/0,1-24=0/2267
<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 />
|