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Home My WebLink About115142281 TRUSS 06-16-2542' 3090-51 RC Customer: 115142281 Truss Mfr. MBI 0 I "' I ±I 1 1 7-8-13 7-8-13 4/12 8-3-5 8-3-5 Design: TPI-2014 PSF Live Dead Dur Factors TC 40.0 4.0 Live Wind Snow BC 0.0 4.0 Lum 1.15 N/A 1.15 Total 48. 0 Plt 1.15 N/A 1.15 Spacing: 7-06-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: 10% Creep (Ker) = 2. O Material Summary TC 2x10 SP 2400/2.0 BC 2x10 SP 2400/2.0 Webs 2x4 SP (ALSC6-2013) #1 10 2x6 SP (ALSC6-2013) #1 5-15 13-5 Wedge 2x8 SP (ALSC6-2013) #1 Member Forces Summary Max CSI in TC PANEL 2 - 3 0. 88 Max CSI in BC PANEL 10 -11 0. 94 Max CSI in Web 4 -13 0. 72 ... Mem ... Ten Comp .CSI. TC 1-2 0 18455 0. 86 2-3 0 18013 0. 88 3- 4 0 18027 0.69 4-5 0 15604 0. 58 5-6 0 15604 0. 58 6-7 0 18028 0.69 7-8 0 18011 0. 88 8-9 0 18453 0.86 BC 1-10 17107 0 0. 92 9-18 17105 0 0. 92 10-11 17429 0 0. 94 11-12 15527 0 0.69 12-13 15535 0 0.67 13-14 13423 0 0. 51 14-15 13423 0 0. 51 15-16 15535 0 0.67 16-17 15527 0 0.69 17-18 17429 0 0.94 Web 2-10 65 306 0. 03 3-10 0 496 0.19 3-11 0 1761 0.30 4-11 2487 0 0. 41 4-13 0 2509 0. 72 5-13 2868 0 0. 34 5-14 2737 0 0. 45 5-15 2868 0 0. 34 6-15 0 2509 0. 72 6-17 2487 0 0. 41 7-17 0 1761 0.30 7-18 0 498 0.19 8-18 65 304 0. 03 MSC 14-14 0 0 0.00 Truss: 4430640004109-2 SID: TID: Date: 12 / 08 / 21 Page: 1 4-5-2 4-5-2 4-3-7 4-3-7 4-5-2 4-5-2 7-8-13 12-1-15 16-7-1 20-10-8 25-1-15 29-7-1 34-0-4 41-9-06 4/12 MN11X15-18pm* -4/12 -4/12 10X20-18S5pm MN8X10pm* MN5X6pm* -1/12 E 4-9-713-0-12 11 4-9-717-10-312 3-0-5 3-0-520-10-8 23-10-13 13 14 15 41-9-0 Reaction Summary --------------Reaction Sumrnary(Lbs)--------------Jnt --X-Loc- React 1 02-12 7515 9 41-06-04 7515 4-9-728-8-4 16 17 4-9-733-5-11 Notes Plates designed for Cq at O. 90 and Rotational Tolerance of 10. O degrees A "pm" next to the plate size indicates that the plate has been user modified; see Plate Offsets for any special positioning requirements. * =Plate designed with different Cq and/or Angle. Single pass roller reduction factor has been used. 8-3-5 41-9-0 18 Truss Weight 4 62. 4 lb Deflection Summary Trussspan Limit Actual(in) Location Vert LL L/240 L/364 (-1. 36) 14-15 Vert DL L/120 L/999(-0.27) 14-15 Vert CR L/180 L/303 (-1. 63) 14-15 Horz LL 1.00in ( 0.54) @Jt 9 Horz CR 1.50in ( 0.65) @Jt 9 DPL LL 2L/120 2L/999 ( 0. 00) 14-5 Bracing Data Summary ------------Bracing Data----------- Chords; continuous except where shown -------------Purlins------------ TC BC ---oc-----From-----To---2-00-00 0 41-09-00 #Bays 23 7-06-00 0 41-09-00 Web Bracing --None Plate offsets (X, Y): (None unless indicated below) 5 Jntl (11-02, 00-15), Jnt3 (-02-13, 01-11), Jnt4 (-00-15, -01-00), Jnt6 (01-00, -01-00), Jnt7 (02-13, 01-11), Jnt9 (-11-02, 00-15), Jnt11 (00-09, 00-111, Jnt12 (0, 00-06), Jnt13 (-00-01, 00-10), Jnt14 (-00-01, -00-08), Jnt15 (00-01, 00-101, Jnt16 (0, 00-06), Jntl 7 (-00-09, 00-11) Joint Stress Index (JSI): Jntl(0.82), Jntl(0.97), Jntl(0.82), Jnt2(0.60), Jnt3(0.86), Jnt4(0.78), Jnt5(0.83), Jnt6(0.77), Jnt7(0.86), Jnt8(0.60), Jnt9(0.82), Jnt9(0.97), Jnt9(0.82), Jntl0(0.61), Jntll(0.76), Jnt12(0.83), Jntl3(0.63), Jnt14(0.84), Jnt15(0.63), Jnt16(0.83), Jnt17(0.76), Jnt18 (0. 61) . Component Solutions Truss Studio V 2021.5.0.261 EngDrwg: 2020r3RGT_JSI 06/16/2025 CERTIFICATE MUST BE VERIFIED ON ELECTRONIC COPIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED.