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<br />===<<<<~CES-32 Ver. 1.1>>>>=======[ 025306 ]=======<<<<C.M.F.-TRUSS>>>>========= <br />~ustomer : RYMAN-DAUGHTRY-RD.-COMPLEX Wed Dee 5 13:04:00 2001 <br />Project #: 4647 Truss ID H13 Family # : sp,ecial <br />Span 40-0 Quantity 1 Top Pltch : 6/12 <br />= =Bld(4/1/1998), v1. 1 = = == = = = = = == = = = = = == = === = = = = = = = == = = = = = == = = = = = = = = == = = = = = = = = = = = = = = = = = = <br />FORCES - GRAVITY LOADS REACTIONS - SIZE <br />2-12= 130 5-9= 396 7=-1680 8.00 <br />2-11=-560 6-9=-560 1=-1680 8.00 <br />3-11= 396 6-8= 130 <br />3-10= 410 <br />4-10=-420 <br />5-10= 410 <br /> <br />1-2=-2953 <br />2-3=-2396 <br />3-4=-2440 <br />4-5=-2440 <br />5-6=-2396 <br />6-7=-2953 <br /> <br />7-8= 2635 <br />8-9= 2635 <br />9-10= 2141 <br />10-11= 2141 <br />11-12= 2635 <br />12-1= 2635 <br /> <br />PROVIDE FOR 794 LBS UPLIFT AT JOINT 7 (0.47) <br />PROVIDE FOR 794 LBS UPLIFT AT JOINT 1 (0.47) <br />PROVIDE FOR 110 LBS HORIZ. REACTION AT JOINT 7 <br />PLATE OFFSETS (X=LEFT,Y=TOP): [j10=4,2J, <br /> <br />1-06-8 <br />I I <br />6-8 <br /> <br />13-0 <br />6-4 <br /> <br />20-0 <br />7-0 <br /> <br />27-0 <br />7-0 <br /> <br />33-4 <br />6-4 <br /> <br />40-0 <br />6-8 <br /> <br />1-0 <br />I I <br /> <br />4X8 1X4 4X8 <br />345 <br /> <br />4~~N~.:~6 <br /> <br />12 <br />1X4 <br /> <br />11 <br />3X4 <br /> <br />10 <br />5X8 <br /> <br />9 <br />3X4 <br /> <br />8 <br />1X4 <br /> <br />6-8 13-0 20-0 27-0 33-4 40-0 <br />6-8 6-4 7-0 7-0 6-4 6-8 <br />L. HL TO PK:14-6-7 R. HL TO PK :14-6-7 <br />LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER <br />L D TOP 3-4=0.870 TOP CHORD:2X4 NO.1 19 SP <br />TOP 20 10 BOTT 11-12=0.689 BOT CHORD:2X4 NO.2 19 SP <br />BOTT 0 10 LL.DEFL.@10=0.17 < 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 />WEB 3-10; 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE <br />Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 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= 0.17,D.L=0.17,T.L=0.35 <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 />