|
Job Truss 'Truss Type thy Ply
<br /> 001 F4 FLOOR 1 1
<br /> _ Job Reference(optional)
<br /> 158,M Truss Inc.,Isanti,MN 55040 - - 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:40 2012 Page 1
<br /> 0-5-7
<br /> I--I I 2-3-7 I I 1-9-1 11-1 10-7-12
<br /> 6....I z76
<br /> •
<br /> 6x7= 386= I S3 II 384= 3,6 FP= I.SO 11 386= 15311 384= 5c= 648= 1 573 11
<br /> 2 3 4j7- 5 8 36 9 10 11 12 13 14 15
<br /> I T I0 I e
<br /> 7 TP
<br /> 6 B `a 9 3 r•. O/(IIg .0 O
<br /> N �• t El N.
<br /> e a 81 O 02 0 oe 0
<br /> 25 26 23 222 2 21 20 19 18 66- 17 16
<br /> 1 583 11 676= 487= 385= 3810 16716 FP= 3d= 56= 1.58311
<br /> 1543 SP= 684=
<br /> 10-5-71 19-4-5 I 22-6-8
<br /> 0-5-7 18-10-14 3-2-3
<br /> Plate Offsets(X,Y):12:0-1-8,Edgel,(4:0-1-8,Edge),[16:Edge,0-1.8],118:0-1-8,Edgel,(24:0-1-8,Edgel •
<br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.30 20-22 >864 360 MT20 197/144
<br /> TCDL 15.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.55 20-22 >482 240 MT16 116/127
<br /> BCLL 0.0 Rep Stress!nor YES WB 0.44 Horz(TL) 0.00 16 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:95 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, Except:
<br /> WEBS 4 X 2 SPF No.2 2-2-0 oc bracing:20-22.
<br /> REACTIONS (lb/size) 2=917/0-3-8, 16=878/Mechanical
<br /> FORCES (Ib)-Maximum Compression/Maximum Tension
<br /> TOP CHORD 2-25=0/8,15-16=0/14,1-2=0/0,2-3-1378/0,3-4=-1374/0,4-5=-2222/0,5-6=-2222/0,6-7=-3412/0,7-8=3412/0,8-9=-3412/0,9-10=-3316/0,10-11=-3316/0,11-12=-1933/0,12-13=-1933/0,13-14=-1755/0,14-15=0/0
<br /> BOT CHORD 24-25=0/0,23-24=0/1374,22-23=0/2966,21-22=0/3512,20-21=0/3512,19-20=0/2776,18-19=0/1755,17-18=0/502,16-17=0/502
<br /> W EBS 14-16=-1026/0,14-17=0/17,14-18=0/1442,12-19=-94/0,11-19=-976/0,11-20=0/626,10-20=-170/0,9-20=-227/0,9-22=-116/0,8-22=-170/0,6-22=0/516,6-23=-863/0,5-23=-160/0,2-24=0/1564,4-24=-737/0,
<br /> 4-23=0/1051,13-18.-722/0,13-19.0/645
<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 /> (/5 o Gt%Jolt/Y1`
<br /> .l. 1A_I,7�./f -2/ /-7- D/,/,li SL
<br />
|