|
Job Truss Truss Type thy Ply
<br /> 001 F3 FLOOR 1 1
<br /> _ Job Reference(optional)
<br /> P&M Truss Inc.,Isanti,MN 55040 7220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:39 2012 Page 1
<br /> 0-5-7
<br /> I—'-I I 2-3-7 1 1 0-10-11 I ,I-19_-_9_, O�iva,a,rz.-,.
<br /> 5,7 11 34= 154 11 1.5411 34 FP= 154 11 34= 15411 444 1 563 11
<br /> 1 2 3 a .1= 5 6364= 7 634= 9 10 11 12 13 la
<br /> o e .. n e
<br /> F I O I 0 @ �� O_ 00100000000000000 —1--jiiiilliiiioslisiii. 9 O O O
<br /> �X(y 0
<br /> ///
<br /> • O •9® e1 e i O ce O O O
<br /> 23 22 21 20 19 15 17 16 15
<br /> 15411 04= 4$= 34= 34 FP= 34= 64= 1.5411
<br /> 9,4=
<br /> 0-5-7 16-8-5 I 19-10-8
<br /> 10-5-71 16-2-14 3-2-3 _____
<br /> Plate Offsets(XX):[2:0-3-0,Edgel,l4:0-1-8,Edgel,[22:0-1-8,Edgel .____
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 025 Vert(LL) -0.19 18-20 >999 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.34 18-20 >689 240
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 15 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:84 lb
<br /> LUMBER BRACING
<br /> TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
<br /> BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 4X2SPFNo.2
<br /> REACTIONS (Ib/size) 2=810/0-3-8, 15=771/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 2-23=0/8,14-15=-29/0,1-2=0/0,2-3=-1188/0,3-4=-1184/0,4-5=-1597/0,5-6.-1597/0,6-74-2661/0,7-8=-2661/0,8-94-2438/0,9-10=-2438/0,10-11=-2438/0,11-12=-929/0,12-13=-929/0,13-14=0/0
<br /> BOT CHORD 22-23=0/0,21-22=0/1184,20-21=0/2281,19-20=0/2698,18-19=0/2698,17-18=0/1835,16-17=0/412,15-16=0/412
<br /> WEBS 13-15=-844/0,13-16=-11/0,12-17=-145/0,11-17=-1049/0,11-18=0/699,10-18=-170/0,8-18=-301/0,8-20=-42/0,7.204-170/0,6-20=0/440,6-214-793/0,5-21.132/0,2-22=0/1348,4-22=-640/0,4-21=0/695,
<br /> 13-17=0/876
<br /> •
<br /> NOTES (5)
<br /> 1)Refer to girder(s)for truss to truss connections.
<br /> 2)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 /> 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
<br /> 4)CAUTION,Do not erect truss backwards.
<br /> 5)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 /> Sl5"Sa—�Y �z �z
<br /> i0JAI?2CZ doh P----0 'D CP V
<br />
|