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Home My WebLink AboutTruss InfoJOþ ML32204 Truss l:T,ì'*" 1,.¡,y t,G01 l,ty 1 32x48 Shop JÕb Raf€rancã lôôliônâlì Scale = 1:54.0 9-2&2-2 +.ooftz 24 lt 11, o 25 73 2621 I I2 IÉ 101211 9-2&2-2 in (loc) -0.48 10-11 -0.74 10-110.21 I l/defl >803 >514 nla L/d 240 180 nla DEFL. Vert(LL) Vert(CT) Horz(CT) SPAC|NG. 4-0-0 Plate Gr¡p DOL 1.15 Lumber DOL 1.15 Rep Stress lncr NO Code lBC2018/TP12014 cst. TC BC WB Matrix-S 0.98 0.87 0.47 LOADING (psf) TCLL 40.0 (Roof Snow=40.0)TCDL 1O,OBCLL 0.0 * LUMBER. TOP CHORD 2x6 sPF 1650F 1.sE *Except" T1,f4i2x6 SPF 2100F 1.8E BOT CHORD 2x6 SPF 2100F 1.8EWEBS 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF 1650F 1.5E BRACING- TOP CHORD BOT CHORD WEBS 23-4.2 2-0-0 oc purl¡ne (2-1-0 max.). 6-1 1-0 oc bracing: 2-Bl Rowatmidpt 6-11,4-11 PLATES GRIP Weight: 188 lb FT = 20% REACTIONS. All bearings 0-1-8 except (jt=length) 2=0-5-2 (input: 0-1-8),2=0-5-2 (input: 0-1-8), 8=0-5-2 (input: 0-l-8), 8=0-5-2 (input: 0-1-8). (lb) - Max Horz 2=-1 l8(LC 15) Max Uplift All uplift 100 lb or less at joint(s) except 2='526(LC 10), 8='526(LC 1 1) MaxGiav All reactlons25Olþorlessatjo¡nt(s)except2=4038(LC1),2=4038(LC1),8=4038(LC1),8=a038(LC1) FoRCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-95A7 n202,3-21=-935612228, 3-22=-861112013, 4-22=-851112036, 4-23=-61 79/1 633, 5-23=-601411667, 5-24=-601411667, 6-24=-617911633,6-25=-851112036,7-25=-861112013, 7 -26=-935612228, 8-26=-9567 12202 BOTCHORD 2-12=-193518852,11-12=-155217419,10-11='157817419,8-10='195318852WEBS 5-11=-65712885,6-11=-2696/656,6-10=-7011223,7'10=-10451446,4'11=-2696/656' 4 - 1 2= -7 o h 223, 3 - 1 2= -1 o 45 I 446 NOTES- 1) 2) Wind: ASCE 7-16; Vult=l15mph (3-second gust) Vasd=g1mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. ll; Exp C: Pr..Enclosed: MWFRS (envetope) and C-C Exterio(2E) -1-o-O to 2-2-6, lnterio(1)2-2-6 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, lntgr_loJ(1) 19-2-6 to 33-0-0 zohe; canìiléver left and right eixposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.00 plate grip DOL=1 .00 Trussdes¡gnedforwindloãdsintlieplaneofthelrussonly. Forstudsexposedtowind(normal totheface),seeStandardlndustry Gable End betails as applicable, or consult qualified build¡ng designer as perANS|/TPI 1. TCLL: ASCE 7-16; PÍ=40.0 psf (Lum DOL=1.15 Plate DOL=1.15); ls=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.20 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 3) 4) s) 6) All plates are 1x4 MT20 unless otherwise ¡ndicated. 7) Hor¡zontal gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 1 O.O psf boltom chord live load nonconcurrent with any other live loads. 9i . This truss has been deðigned for a live'load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w¡ll fit between the bottom chord and any other members. 1o) WARNING: Rêquired bearing size at joint(s) 2,2, 8, I greater than input bearing s¡ze. 1 1i Prov¡de mechariical connection (by oihers) ôf truss to bearing plate capable of withstanding 526 lb uplift at joint 2 and 526 lb uplift at joint 8. 12) This truss is designed in accordance with the 2018 lnternat¡onal Bu¡lding Code section 2308.1 and referenced standard ANSI/TPI 1. I 3¡ Graphical purlin rèpresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard JOO ML32204 I ruSS T01 rruss ryPe Common Qty 11 t'ty 1 32x48 Shop .lob Refårãnce lobllonall 6-2-8 Scale = 1:54.0 4.oolîÍ 1615 6 17 73 1813 I2 I g IÉ 't2 1011 9-2e2-29-2&2-2 cst. TC BC WB in (loc) -0.48 10-11 -0.74 10-110.21 I l/defl >803 >51 4 nla Ud 240 180 nla DEFL. Vert(LL) Vert(CT) Horz(CT) Matrix-S 0.98 0.87 0.47 SPACING- 4-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr NO Code lBC2018iTPl20'14 LOADING (psf)TCLL 40.0 (Roof Snow=40.0)TCDL 10.0BCLL 0.0 . LUMBER. TOP CHORD 2x6 SPF 1650F 1.5E *Except* T1 ,T4i 2x6 SPF 2100F 1 .8E BOT CHORD 2x6 SPF 2'100F 1.8E WEBS 2x4 SPF 1650F 1.5E PLATES GRIP Weight: 157 lb FT = 20% BRACING. TOP CHORD BOT CHORD WEBS 2-0-0 oc purlins (2-1-0 max.). 6-1 1 -0 oc bracing: 2-8 1 Rowatmidpt 6-11,4-11 REACTTONS. All bearings O-l-8 except út=length) 2=0-5-2 (input: o-1-8),2=0-5-2 (input: 0-l-8), 8=0-5-2 (input:0'1'8), 8=0-5-2 (¡nput: 0-1-8). (lb) - Max Horz 2=-1 18(LC 15) Max Uplift All uplìft 1oo lb or less atjoint(s) except 2='526(LC 10)' 8=-526(LC 11) MaxGiav All réactions250 lborlessatjoint(s)except2=4038(LC1),2=4038(LC1),8=4038(LC1),8=a038(LC1) FORCES. (lb) - Max. comp./Max. Ten. - All forces 250 (lb) or less except when shown' -TOPCHOR'D'2-19=-9567t2202,3-13=-9356t2228,3-14=-861112013,4-14=-851112036,4-15=-6179/1633, 5.15=-6014/1667, s.to=.oot+ltoo7' 6-16=.6179/1633,6-17=.851112036,7.17=.861112013, 7 -1 8=-9356 I 2228, 8-1 8= -9567 I 2202 BOTCHORD 2-12=-193518852,11-12=-155217419,10-11='1578n419,8-10=-195318852WEBS 5-11=-657t2885,6-11=-2696/656,6-10=-7011223,7-10=-10451446,4-11=-2696/656, 4-1 2=-7 0 I 1 223, 3-1 2=-1 045 I 4 46 NOTES. 1) Wind: ASCE 7-16; Vutt=1lsmph (3-second gust) Vasd=glmph; TCDI-=6,0psf;,8-CDL_=6..0psÍ h=251; Ca!. ll; Exp_C; Pr. Enclosed; 'MWFRS (envetope) and C-C Èxtèr¡o(2E) -1io-oto 2-2-6, lntêrio(1) 2-2-6 to 16-0-0, Exter¡o(2R) 16-0-0 to 19-2'6, lntgr_loJ(1)'19'2-6 to 33-0-0 zoire; caniiléver left and right expósed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=í.00 plate gr¡p DOL=1.00 2) TCLL: ASCE 7-16; pf=a0.0 psf (tum DOL=1,15 Plate DOL=1.15); ls=1.0; Rough Cat C; Part¡ally Exp'; Ce=1'0; Cs=1'00; Ct'1'20 3) Unbalanced snow loads have been considered for this design' +i This truss has been designed for greater of min roof live load of 20.0 psf or l.OO times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. S) Th¡s truss has been designed for a I 0.0 psf bottom chord live load nonconcurrent with any other live loads. oj - this truss has been deðigned for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2'0'0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at jo¡nt(s) 2,2,8,8 greater than input bearing size. oj provide mecharìical connection (by oitrers) ôf truss to bearing plate capable of withstanding 526 lb uplift at joint 2 and 526 lb upl¡ft at jo¡nt L 9) This huss is designed in accordance with the 2018 lnternational Building Code sectio.n 2306.1 and referenced standard ANSI/TPI 1. t ô¡ Graphical purlin-representat¡on does not deplct the s¡ze or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Stanìard