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<br />===<<<<ACES-32 Ver. 1.1>>>>=======[ 025303 J=======<<<<C.M.F.-TRUSS>>>>========= <br />Customer: RYMAN-DAUGHTRY-RD.-COMPLEX Wed Dec 5 12:58:18 2001 <br />Project #: 4647 Truss ID : HOIA Family # : sp,ec. <br />Span : 40-0 B.Span: 0-0 Quant. : 3 Top Pltch : 6/'12 <br />==Bld(4/1/1998) ,v1.1 ================== ==================== ========= ================ === <br />FORCES - LOAD CASE #1 REACTIONS - SIZE <br />2-14= 167 5-11=-1219 1=-3526 8.00 <br />3-14= 709 6-11=-878 9=-3526 8.00 <br />3-13= 3656 7-11= 3656 <br />4-13=-878 7-10= 709 <br />5-13=-1219 8-10= 167 <br />5-12= 293 <br /> <br />1-2=-6673 <br />2-3=-6674 <br />3-4=-9164 <br />4-5=-9164 <br />5-6=-9164 <br />6-7=-9164 <br /> <br />7-8=-6674 <br />8-9=-6673 <br /> <br />9-10= 5809 <br />10-11= 5958 <br />11-12= 10233 <br />12-13= 10233 <br />13-14= 5958 <br />14-1= 5809 <br /> <br />PROVIOE FOR 1996 LBS UPLIFT AT JOINT 1 (0.57) <br />PROVIDE FOR 1996 LBS UPLIFT AT JOINT 9 (0.57) <br />PROVIDE FOR 59 LBS HORIZ. REACTION AT JOINT 1 <br />PLATE OFFSETS (X=LEFT,Y=TOP):[j12=3,2J, <br /> <br />1-93-6 <br />1 I <br />3-6 <br /> <br />7-9 <br />1 <br />3-6 <br /> <br />13-6 <br />6-6 <br /> <br />29-9 <br />6-6 <br /> <br />26-6 <br />6-6 <br /> <br />33-9 <br />6-6 <br /> <br />36-6 49-9 11-1 9 <br />I I <br />3-6 3-6 <br /> <br />3X6 SPL. <br /> <br />4X8 3X4 4X8 3X4 4X8 <br />3 X4 3 4 5 6 7 3X4 <br /> <br />3~5~~~3~5 <br /> <br />~. .~ <br /> <br />14 <br />4X5 <br /> <br />13 <br />4X8 <br /> <br />12 <br />5X6 <br /> <br />11 <br />4X8 <br /> <br />19 <br />4X5 <br /> <br />7-9 13-6 29-9 26-6 33-9 49-9 <br />7-9 6-6 6-6 6-6 6-6 7-9 <br />L. HL TO PK:7-9-15 R. HL TO PK :7-9-15 <br />LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:3-10-3 RIGHT HEIGHT:0-4-3 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER <br />L D TOP 3-4=0.805 TOP CHORD:2X4 No.2 19 SP <br />TOP 20 10 BOTT 11-12=0.796 BOT CHORD:2X4 No.2 19 SP <br />BOTT 0 10 LL.DEFL.@12=0.27 < L/240 WEBS :2X4 No.3 19 SP <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />SPACING: 24.0 in. o. c. <br />REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 3 <br /> <br />LOADING STRESS INCREASE LOADING PANEL(PLF) I JOINTS(LBS) <br />LUMBER PLATE TYPE <br />1.25 1.25 UNIFORM 1- 3= 60 3- 7= 135 7- 9= 60 <br />CONCENTRATED 10= 572 14= 572 <br /> <br />9-10= 20 10-14= 45 14- 1= 20 <br /> <br />3 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) <br />For Webs use 1 ROW of NAILS 12 in. o.c. <br />TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 10 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC). <br />DEFLECTION(IN.) L.L= 0.27,D.L=0.27,T.L=0.54 <br />PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) <br />PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, SSBC,ANSI/TPI-95 <br />THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. <br /> <br />~ <br /> <br />DEe 1 22001 <br />