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HomeMy WebLinkAboutTruss Calcs - 06/13/1994 -4 NIJFFKE LBR P 0 G Job Truss TTTL7s, s Type i Qty I Fly I wEs•roirc T-6 1 OUEENPOST 16 11 129C wheattleld i 140FrkE LINIPEP 3 000 s Jun 1 ps4 MiTek Industries, Inc Fri Jun 10 15 2C 31 1994 Page 1 -3-1013 6-3-4 12-0-0 17-8-12 24-C-0 25-10 1-10-8 6-3-4 5-8-12 5-8-12 63. 1-10-8 4x5 6 000'12 C 4 2x4 i 2x4 B D ;171 T1 ,At V* Nr; T 1 W2 W2 er ----7-1-:--.,, -=r1/4---= 1.._ iI ,-mi----- 4.,.,..,....,,, ig cp A F E 3x4 5x8 3x4 7 12-0-0 24-0-0 f f 12-0-0 12-0-0 Pat, ,3ifse's i IA -C 12 0-0-6: [F 0-?-0) t.s. 0-0.17 0-0l 1 LOADING (psff SPACING ::-0-c CSI °EFL (in) MO IkIell 1 PLATES GRIP TCLL If Plates .)crease 1 15. 1 TO 0 45 v ertiLL; 0 38 Fie 741 N 199/146 Lumber Increase 1 '5 1 BC 0 81 Vert(11; 080 FIE 473 Rep Stress 'nor r ES ive 0 43 1 Horz( 0 05 E N8 BC7 Code TP, 1 Mn Length LL defl 240 Weight 87 (Ibe) LUMBER BRACING T)1= '7..1 PL. z X 4 SPF 1 65- F 5E 'OP CHORD Sheathed or 4-1-8 on center purlin spacing Be* '7,4( Mr 4 SPF 1650F 1 5E BOT CHORD Rigid ceiling cliiectly applied, or 10-00-00 on center bracing WEB x 4 SPF Stud REACTIONS clbsr6izei A=1245/0-5-8 E. 245 0 8 FORCES V ToR 21-17)Fr A B.- B-C.-1205 C.D. 12CE C-Er BOT ci-toRLi E Fir1461 A-F=1461 WEBS B.F. 435 C-F D Fs-435 LOAD CASE(S) Standard 7 1.).4/-.‘ r,,,,,ILJ P ::A1/3:EN19:94047,;(71r.di i),),,,, 7 T -JUF1— 1 0 -94 FR I 8 33� .kt.QFFKE_ LBR P 0 5 seems Job Truss I Truss Type 1 I Ply 1 WESTMO T -5 1 QUEENPOST Is i 1 1 1290 wheatfield NOPPI tUMREt? 3 000 s Jun 1 1994 M$Tek Industries, tnc. Fri Jun 10 15'20 1994 Page 1 1 -1 -3 6 -3 -4 12 -0 -0 t 17 -8 -12 23 -10 -0 24 -0 1 -10 -8 6 -3 -4 5 -8 -12 5 -8 -12 6 -1 -4 0 -2 -0 4x5 6.000[12 C 2x4 2x4 D in VJ1 C2 i I T1 W ;I W A F E 3x4 5x8 3x4 12 -0 0__�_ 23-10 -0 24 -0 12 -0 -0 11 -10 -0 0 -2 -0 Plate Offsets (x V) rF 0- 0.0.0 -3 -01 LOADING (pat) SPACING 2-0-0 CSI 1 DEFL (in) (loc) I /deft PLATES GRIP TCLi in 1 Plates Increase 1.15 TO 0 45 Vert(LL) 0.38 F!E 739 M20(209a) 199/146 TCDL 1 Lumber Increase 1 15 i BC 0 50 Vert(TL) 0.59 4/F 472 BCt Rep Stres3 Incr YES WB 0 43 1 Horz(TL) 0 35 E n/a BCDL 1 0 0 Code TP• j Min Length LL deft 240 Weight. 65 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORC Sheathed or 4-1-11 on center puriin spacing 907 CHORE 2 x 4 SPF 1850F 1.5E SOT CHORD Rigid ceding directly applied or 10 on center bracing WEBS 2 x 4 SPR Stud REACTIONS ribs: size) A =1231/0 -5.8, E =109910 -5 -9 FORCES TOP CHORD A -B= -1633, 13-C= -1189, C-D■ -1189, D- E -16 BOT CHORD E•F =1420 A- F-1446 WEBS B. -435. C -F =634, D-F= -406 LOAD CASES) Standard T !J N— 1 0— 4 F R I 8: 3 2 Iy p, F F K E_ L E R a~IIe =.Z=' °tat anx��a: ea=se e. P 0 4 Job T russ Truss Type OtY i PIY WESTMO r -a FINK 7 I 1 1280 whestfield NOFFKE LUMBER 3 000 s Jun 1 1994 MTek Industries, !no. Fr Jun 10 15'2018 1994 Page 1 t10 -p 6 -9 -4 13 -0 -0 i 19 -2 -12 1 23 -10 -0 26 -0 1 -10 -8 6 -9 -4 6 -2 -12 6 -2 -12 4 -7 -4 2 -2 -0 4x5 6.0009 C I 2x4 r�. d: W1 W1 k,, 3x4 cb T W2 1 E A J 1 H G E 3x4 3x4 3x4 3x4 3x 2x4 8 -10 -3 17 -1 -13 t 19 -11 -4 23 -10 -0 26 -0 -9 8 -10 -3 8-3-11 2 -9 -7 3 -10 -12 2 -2 -0 T LOADING (pet) SPACING 2 -0 -0 CSI DEM (!n) (loo) Itdefl PLATES GRIP TCLL 39') Plates Increase 115 1 TC 0.52 j Vert(LL) 0.12 UH 999 M20(20ga) 199/146 TCDL 0 Lumber Increase 1.15 BC 0 48 Vert(TL) 0.19 A/J 999 BCLL 0 Rep Stress !nor YES WB 0 62 Horz(TL) 0.02 G nle BGDL 1'r n Code TPI Min Length I LL deft 240 i Weight: 75 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E `Except` TOP CHORD Sheathed or 4 -7-6 cn center purlin spacing. W5 2 X 4 SPF Stud except end verticals BOT CH( )Rf) 2 X 4 SPF 1654E 1.5E BOT CHORD Rigid ceiling directly applied, or 10-10 -00 on center bracing WEBS 2 X 4 SPF Stud Except' G- H:8.3 -0. REACTIONS ilbstsrze) A =1036/0.5 -8. G ■130510.5.8 FORCES TOP CHORD a -9= -1231, B -C= -979, C -C= -344. D -E =26 E -F =37 BOT CHORD c -G =O, G- H -21, H -I =553, I -J =553, A -J =1091 WEBS B -J= -402, C -J =603, C-H =-457, D -H =596, D -0= -1186, E -G= -251 LOAD CASES) Standard _TUN 1 0 —'94 FR I P 0 3 Job Truss Truss Type jJPIY i WESTMC T -3 !FINK i 3 1 1 1 1290 wheatfietd NO�FFKE LUMBER 3.000 s Jun 1 1994 MiTek Industries, no Fri Jun 1015.20 11 1994 Page 1 -1-1013 6-9-4 I 13 -0 -0 19 -2 -12 F 26 -0 -0 7-1018 1 -10 -8 6 -9 -4 6 -2 -12 6 -2 -12 6 -9 -4 1 -10 -8 4x5 6.000 r 12 C 2x4 B r',11 Wi W1 j' CD I 1�Y W 1 i C') B1 en 0 L' A t H G E 3x4 3x4 3x4 3x4 2 3x4 8 -10 -3 17 -1 -13 19 -11 -i 26 -0 -0 1 8 -10 -3 8 -3 -11 2 -9 -7 6 -0 -12 LOADING we SPACING 2.0 -0 I CS1 DEFL (in) (loc) Men PLATES GRIP TCLL 30 0 Plates Increase 1.15 i TC 0 88 I `lert(LL) 0.12 H/G 999 I M20(20ge) 199/146 TCDL C Lumber Increase 1.15 BC 0 44 Vert(TL) 0.18 A/I 999 BCLL 0 n Rep Stress lncr YES I WB 0.59 Horz(TL1 0.01 F n/e BCOL 1 0 0 Code TPI I Min Length i LL def 240 1 Weight: 77 (1be) LUMBER BRACING TOP CHORD 2 x 4 SPF 1650F 1.5E TOP CHORD Sheathed or 5 -2 -8 on center purlin spacing. BOT CHORD 2 X. 4 SPF 1650F 1 5E HOT CHORD Rigid ceiling directly applied or 10-00-00 on center bracing WEBS 2 x 4 SPF Stud Except F- 0B -3.0, E -F 63 -0. WEBS 1 Row at midpt C -G REACTIONS (ibsrsize) A= 914/0 -5 -8, F =1786/0 -5 -8 FORCES TOP CHORD A -B= -969, B -C= -717, C -D =171, D -E =990 BOT CHORD E -Fm -884, F -G= 713, G -H =315, H -1 ■315, A -1858 WEBS B -I= -407, C -I =608, C -G= -874, D -G =1015, D -F= -1706 LOAD CASE(S) Standard J U N 1 el 9 10 1 1mtvo F.1 8 HOFFf _E_ L.....F.2_1R P 12I 2 maser mabisrasereSSEMISSitarrage 1 I Job Truss Truss Type Qty Ply I WESTMO 1T-2 QUEENPOST 2 1 I 1290 wheattleld N0FgkE i liMBVR 3 000 s Jun 1 1994 MITek Industries. Inc. Fri Jun 10 15 26 04 1994 Page 1 5-3-8 10-0-8 14-9-8 20-1-0 31-11-6 —4 ---I-. 1-10-8 5-3-8 4-9-0 4-9-0 5-3-8 1-10-8 4x5 6 000 ri C 2x4 -z‘. 2x4 B T1 -,--tt" 1 IA/2: --1,- 91 ___44,____.- _132_ 3x4 5x8 3x4 10-0-8 20-1-0 1 10-0-8 10-0-8 R9te offsple ix i fF 0-0-0,0-3.0) I LOADING (psf) SPACING 2.0 CSt DEPL tloc) /den PLATES GRIP Tat 307 Piates Inc-ease 1 15 TC 131 vert(LL) 3 1 A/F 999 M20i20ga) 199/145 TCDt._ Lunter Increase 115 GC Z 9 imcrt. 31 AIP '84 BC Rep Stress Irer /ES 3 25 0 04 SCOL 1,:, Coca T Min Length Li.. ler .i 240 `Aleight; 56 (lbs) LUMBER BRACING TOF 2 x 4 SPF 1650F 1 .5E 'OP i7,1-- Sheathes or 4-10-14 on center puriln spacing BOT CH:" Fr.: 2 i( 4 SPF 1650F 1 SE 30 CHORD P,g,d ce tine directly applied or 10 on center bra:3,re WEBS 4 SPF Stud REACTIONS hbsisqe) A=1061)0-5-5 E.106 FORCES TOP CHORD A.9=-1354, B-C.-1000, C-0=-1000, O-E=-1364 BOT CHORD E.F.1205 A-F=1205 'NESS 9-F. 355 0-F.535, O-F=-355 LOAD CASE(S) Standard JUN— 10-94 FR I :9 7.;0_.....USs.FF4LBR_.__ kominammissmaismioataloownstriiiimairmsseisuomm..— P 01 1 ---1 1 Job Yross I Truss Type 104 Ply I 1 WES 7 1 I SCISSOR TRI.'SS l 11 1 1 1290 wheattlelcl 1 NOFPKE r Los4RER 3 000 s Jun 1 1994 Mask Industries Inc Fri Jun 10 15 10 r 1994 Pace 1 J -i 6-9-15 13-0-0 4-- 19-2-1 ---i-- 26-0-0 7-10 1-10-8 6-9-15 6-2-1 6-2-1 6-9-15 1-10-8 4x5 6 000 F1 C 3x4 v1 3x4 D al Ti T 1 G tl_ IF- 1)00 ra ra il c --vz- 2x4 2x4 o A E 3x7 3x7 3 000; 'l 2 9-2-1 26-0-0 6-9-15 6-2-1 6 2 1 6 r•ki:E :4 14 -.1 5: iE 0 0 1 4 fl r; 2 4 LOAQING tpsfl SPACING 2-0-0 CS1 DEFL (I ,locri rdefl 1 PLATES GRIP 2011 s2 r P 1r :rens 15 Tl: I2 ier 1.. j2 1 CvF 857 M20(20ga) 199/146 10D Lumber ncrease 1 15 E 0 5' verire_ 2 55 GiR 553 1 EC 1 Rn) S'JeFs YES WO 0 8? 1 -o77L 2 F rite BCD' Code TP ),I.i enc,0 dell 240 1 VLe■gnt 71 (lbs1 LUMBER BRACING TCP rnrOPI.: 2 4 5 10 U.2F 1 5E /OR C.)-0R0 S-eethea or 2-5-4 on center puffin spacing 80 44 ,H')P r 4 SPP 1 65CP 5E 40 r., 4 gla oe lTrEi d reztli applied or 10-00-00 on center bring JVFP Y 4 SPF Stud REACTIONS .tzel A.1339,rG 5 8 5=1339/0 5 5 FORCES TOP r:-0L A B.-358e 5-C=-2522 C-a=-252: D-. -3585 BUT ;14c)pr E-F=3254 F G43254 G-wm::254 t.--ir .”54 VF PS B H. ^28 B-G= 912 C-3= O 3= 312 2', Fr 128 LOAD CASE/S) Standard L., /72 fe) 6.0X'