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30B-125 fx-EngJob 14111164B Truss FX Truss Type FLOOR Qty 1 Ply 1 Market St. Northampton, MA Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Nov 17 19:43:41 2014 Page 1 Universal Forest Products ID:atBMltts4NbU2lyKN2x3hKyIBj3-F4ctFgS1Dd6uGtTWY2nnUyqhuZEC9FZMnn3uztyIBh0 Scale = 1:33.7 B1 BL1 BL1 T1 W3W3 B2 T212345678 9 10 11 18 17 16 15 14 13 12 19 20 3x12 M18SHS FP3x8 3x6 FP 3x8 4x10 4x10 4x10 4x10 3x4 3x4 3x4 3x4 11-3-8 11-3-8 21-0-0 9-8-8 2-6-0 1-10-0 1-4-0 1-10-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf)TCLLTCDLBCLLBCDL 40.010.00.010.0 SPACING- Plates IncreaseLumber IncreaseRep Stress IncrCode 2-0-01.001.00YESIRC2009/TPI2007 CSI. TCBCWB(Matrix) 0.430.680.93 DEFL. Vert(LL)Vert(TL)Horz(TL) in-0.39-0.680.11 (loc)15-1616-1712 l/defl>635>364n/a L/d480240n/a PLATES MT20M18SHS Weight: 81 lb FT = 0%F, 0%E GRIP 197/144197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=1239/0-5-8 (min. 0-1-8), 12=1239/0-5-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4080/0, 3-4=-4080/0, 4-5=-5327/0, 5-6=-5327/0, 6-7=-5327/0, 7-8=-5327/0, 8-9=-4080/0, 9-10=-4080/0BOT CHORD 17-18=0/2376, 16-17=0/5008, 15-16=0/5327, 14-15=0/5008, 13-14=0/5008, 12-13=0/2376WEBS10-12=-2610/0, 2-18=-2610/0, 10-13=0/1884, 2-17=0/1884, 9-13=-252/0, 3-17=-252/0, 8-13=-1026/0, 4-17=-1026/0, 8-15=-84/729, 4-16=-84/729, 6-16=-265/18, 7-15=-265/18 NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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 wallsat their outer ends or restrained by other means. LOAD CASE(S)Standard