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<br />, I <br />===<<<<ACES-32 Ver. 1.1>>>>=======[ 025304 ]=======<<<<C.M.F.-TRUSS>>>>========= <br />Custorrle:t : RYMAN-DAUGHTRY-RD.-COMPLEX Wed Dee 5 13:00:24 2001 <br />Project #: 4647 Truss ID H02A Family # : sp,ecial <br />-. Span 40-0 Quantity 1 Top Pltch : 6712 <br />==Bld~4/1/1998), v1.1 = = =========== === ====================== ========== ===== ============= <br />. FORCES - GRAVITY LOADS REACTIONS - SIZE <br />1-2=-2826 7-8=-2612 9-10= 2477 2-14=-163 5-11=-345 1=-1653 8.00 <br />2-3=-2612 8-9=-2826 10-11= 2333 3-14= 217 6-11=-330 9=-1653 8.00 <br />3-4=-3129 11-12= 3395 3-13= 1034 7-11= 1034 <br />4-5=-3129 12-13= 3395 4-13=-330 7-10= 217 <br />5-6=-3129 13-14= 2333 5-13=-345 8-10=-163 <br />6-7=-3129 14-1= 2477 5-12= 110 <br /> <br />PROVIDE FOR 806 LBS UPLIFT AT JOINT 1 (0.49) <br />PROVIDE FOR 806 LBS UPLIFT AT JOINT 9 (0.49) <br />PROVIDE FOR 76 LBS HORIZ. REACTION AT JOINT 1 <br />PLATE OFFSETS (X=LEFT,Y=TOP): [j12=3,2J, <br /> <br />. ~12 <br />;0 <br /> <br /> <br />/ <br /> <br />1~4-6-12 <br />I <br />4-6-12 <br />4-5-4 <br /> <br />14-6 <br />5-6 <br /> <br />29-9 <br />5-6 <br /> <br />25-6 <br />5-6 <br /> <br />31-9 <br />5-6 <br /> <br />35-5-4 1-9 <br />I I I I <br />4-5-4 4-6-12 <br /> <br />3X6 SPL. <br /> <br />4X8 1X4 3X8 1X4 4X8 <br />1X4 3 4 5 6 7 1X4 <br /> <br />4~6 4~6 <br /> <br />~. .~ <br /> <br />14 <br />3X4 <br /> <br />13 <br />3X8 <br /> <br />12 <br />5X6 <br /> <br />11 <br />3X8 <br /> <br />19 <br />3X4 <br /> <br />9-9 14-6 29-9 25-6 I 31-9 49-9 <br />9-9 I 5-6 I 5-6 5-6 5-6 9-9 <br />L. HL TO PK:I0-0-12 R. HL TO PK :10-0-12 <br />LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:4-10-3 RIGHT HEIGHT:0-4-3 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER <br />L D TOP 3-4=0.591 TOP CHORD:2X4 No.2 19 SP <br />TOP 20 10 BOTT 12-13=0.764 BOT CHORD:2X4 No.2 19 SP <br />BOTT 0 10 LL.DEFL.@12=0.23 < L/240 WEBS :2X4 NO.3 19 SP <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING: 24.0 in. o. e. <br />REPETITIVE STRESSES USED NO. OF MEMBERS = 1 <br /> <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= 0.23,D.L=0.23,T.L=0.46 <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 />