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Home My WebLink AboutTRUSS 12-14-20BC 23-8-12 24-0-4 47-9-0 9-3-0 1-11-4L 4.042 3.953 3.953 4.042 1 TC 13-1-5 10-9-3 10-9-3 13-1-5 HO 1-3-8 HO 1-3-8 A B #20G-MN20-2.5x5 C D #20G-MN20-8.75x8.75 E F G H I #20G-MN20-6.25x8.75J #20G-MN20-8.75x8.75 K #18G-MS18-7x16 LM #20G-MN20-8.75x8.75 N #20G-MN20-5x6.25 O #20G-MN20-6.25x8.75P #20G-MN20-5x6.25 Q #20G-MN20-2.5x5 SPL S2 #18G-MS18-7x16 &11.25x12.5 &11.25x12.5 &8.75x16.25 &8.75x16.25 &11.25x12.5 &11.25x12.5 &8.75x16.25 &8.75x16.25 W7 T1 T2 T3 T4 B1 B2 W5 W9 W6 W8 W1 W3 W2 W4 W11 W13 W10 W12 WG1 WG2 EXCEPT AS SHOWN ALL PLATES ARE MN1818, # = PLATE SELECTED IN PLATE MONITOR 110012553 4295050004709(2) EngineeringJob Mark Quan 1 Type Z3RC Span 470900 P1-H1 4.042 Left OH 0 Right OH 0 MiTek® Online Plus™ APPROX. TRUSS WEIGHT: 561.4 LBS Scale: 0.150" = 1' Online Plus -- Version 30.0.069 RUN DATE: 10-DEC-20 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.47 2x10 SP-2400f-2.0E BC 0.86 2x 8 SP-2400f-2.0E WB 0.68 2x 4 SP-#1 WG --- 2x 8 SP-#1 Brace truss as follows: O.C. From To TC 24.0" 0- 0- 0 47- 9- 0 BC 45.0" 0- 0- 0 47- 9- 0 One 2x4 T-Brace O -D M -E E -J F -I Attach to 1-1/2" edge w/10d nails at 6" o.c. T-Brace must cover 90% of web length and have a MOE >= 1.40E6. psf-Ld Dead Live TC 4.0 20.0 BC 2.0 0.0 TC+BC 6.0 20.0 Total 26.0 Spacing 90.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Fb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 4656 3462 G 375 R H 4656 3462 G G = Gravity Uplift Jt Brg Size Required A 5.5" 5.5" H 5.5" 5.5" LC# 2 Dead Load Check Dur Fctrs - Lbr 0.90 Plt 0.90 plf - Dead Live* From To TC V 30 0 0.0' 47.8' BC V 15 0 0.0' 47.8' LC# 3 NonStandard Loading Dur Fctrs - Lbr 1.60 Plt 1.60 plf - Dead Live* From To TC V 18 0 0.0' 47.8' BC V 9 0 0.0' 47.8' TC N 0 185 0.0' 23.9' TC N 0 138 23.9' 47.8' LC# 4 NonStandard Loading Dur Fctrs - Lbr 1.60 Plt 1.60 plf - Dead Live* From To TC V 18 0 0.0' 47.8' BC V 9 0 0.0' 47.8' TC N 0 138 0.0' 23.9' TC N 0 185 23.9' 47.8' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -B 0.41 11417 C 0.20 0.21 B -C 0.47 11113 C 0.19 0.28 C -D 0.29 11373 C 0.20 0.09 D -E 0.24 9852 C 0.15 0.09 E -F 0.24 9851 C 0.15 0.09 F -G 0.29 11364 C 0.20 0.09 G -Q 0.47 11113 C 0.19 0.28 Q -H 0.41 11416 C 0.20 0.21 --------Bottom Chords--------- A -P 0.86 10636 T 0.72 0.14 P -O 0.85 11085 T 0.70 0.15 O -S2 0.52 9874 T 0.50 0.02 S2-M 0.52 9877 T 0.50 0.02 M -K 0.36 8283 T 0.34 0.02 K -J 0.36 8283 T 0.34 0.02 J -S1 0.45 9877 T 0.43 0.02 S1-I 0.45 9873 T 0.43 0.02 I -N 0.77 11076 T 0.62 0.15 N -H 0.77 10636 T 0.64 0.13 -------------Webs------------- B -P 0.04 340 T P -C 0.31 556 C C -O 0.20 1141 T O -D 0.25 1581 C 1T-Br D -M 0.68 1790 T M -E 0.36 2186 T 1T-Br K -E 0.58 1421 T E -J 0.36 2185 T 1T-Br J -F 0.68 1797 T F -I 0.25 1583 C 1T-Br I -G 0.20 1142 T G -N 0.30 548 C N -Q 0.04 355 T TL Defl -1.04" in M -L L/540 LL Defl 0.78" in O -M L/720 Hz Disp LL DL TL Jt H 0.32" 0.15" 0.47" Shear // Grain in A -A 1.00 Plates for each ply each face. 1MBUF./(B (SPTT"SFB 1MBUF./(B (SPTT"SFB 1MBUF.4(B (SPTT"SFB +U5ZQF1MU4J[F9:+4* #./Y$US$US $./Y$US$US %./Y$US$US &./Y$US$US './Y$US$US (./Y$US$US 2./Y$US$US 1./Y$US$US 0./Y$US$US 4.4Y$US$US ../Y$US$US ,.4Y$US$US +./Y$US$US 4.4Y$US$US *./Y$US$US /./Y$US$US # = Plate Monitor used Placement Tolerance Used 0.25 in. REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Morton Buildings, Inc. Analysis Conforms To: TPI 2007 Run vertical thru bottom chord Joint K Truss is designed for no ceiling load. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Max comp. force 11417 Lbs Max tens. force 11085 Lbs Connector Plate Fabrication Tolerance = 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus™ © Copyright MiTek® 1996-2017 Version 30.0.069 Engineering - Portrait 12/10/2020 10:53:52 AM Page 1 EnEEEnEnEnEnEnEnEnEnEnEnEnEnnEnnEEnnnEnnEnEnEEEEEEEnEEEgigiggigggigigigigggggggggggggggneeringOHRiiRiiiiiRiRiiRiRiRiRiRiRiRiiRighghghghghghghghgghghghghghghghghghggghghghghggt tt t ttt ttttttttttttt OHOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 00000000000000000000000000000000 13-313331313333333 15151515151-51-1551-55151-51-51-51-551-51-5151-55111-1-5-5555551-11--551-51-1-51--55--1----1111 HO HOHOHOHOHOHOOHOOHOHOHOOHHHOOOHOHOOOO 1-3-8-8--8-8-88--8--88 14 Dec 2020 &(57,),&$7(0867%(9(5,),('21 (/(&7521,&&23,(635,17(' &23,(62)7+,6'2&80(17$5(127 &216,'(5('6,*1('$1'6($/('