|
•
<br /> `Job — —"--_- Truss Truss Type —."- Oty Ply I - "-- —
<br /> 001 F2 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 12:37:38 2012 Page 1
<br /> 1 0-7-12 I I 2-3-7
<br /> I I 1-0-11 I I 2-3-70 I 1 0-7-12 l
<br /> Scab.120 6
<br /> 1 54 II
<br /> 103 II 103 11 1 54 II 06 FP= S.4= 3.= 1 50 11
<br /> 1 23n9— 3 43.a= 5 63Rd= 7 8 9 10 11
<br /> 1 II/0 Cy 0
<br /> 1, ® 4 •
<br /> W NI
<br /> rk!. o a o, a --2.-- o 114 ®® o
<br /> 20 19 18 17 16 IS 14 3.5=
<br /> 3 12
<br /> 1 5.3 11 3.= 345= 3.8 FP= 316= 1.503 ii
<br /> 3M— 3.4=
<br /> 17-1-0
<br /> 17-1-0
<br /> Plate Offsets(X,Y):(9:0-1-8,Edge),(14:0-1-8,Edge)
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.11 15-17 >999 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.23 15-17 >904 240
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.04 12 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:73 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 (lb/size) 20=678/Mechanical, 12=678/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 1-20=0/16,11-12=0/9,1-2=0/0,2-3=-1290/0,3-4=-1290/0,4-5=-2022/0,5-6=-2022/0,6-7=-1878/0,7-8=-1878/0,8-9=-1878/0,9-10=-1299/0,10-11=0/0
<br /> BOT CHORD 19-20=0/390,18-19=0/390,17-18=0/1594,16-17=0/2096,15-16=0/2096,14-15=0/1299,13-14=0/387,12-13=0/387
<br /> WEBS 2-20=-797/0,2-19=0/16,10-12=-791/0,10-13=0/18,10-14=0/1050,9-14=-509/0,2-18=0/1036,3-18=-124/0,4-18=-481/0,4-17=0/497,5-17=-179/0,6-17=-85/0,6-15=-252/0,8-15=-174/0,9-15=0/665
<br /> NOTES (3)
<br /> 1)Refer to girder(s)for truss to truss connections.
<br /> 2)Recommend 2x6 sirongbacks,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)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 /> - - -- - 4L97 a-) 7(/‘er---7�- .°lace/
<br /> AO. A A., ,1 2 ii -i7' j .'
<br />
|