Laserfiche WebLink
<br />===<<<~ACES-32 Ver. 1.1>>>>=======[ 025305 ]=======<<<<C.M.F.-TRUSS>>>>========= <br />.Cus'torher : RYMAN-DAUGHTRY-RD. -COMPLEX Wed Dec 5 13: 01: 21 2001 <br />Project #: 4647 Truss ID H03A 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 />2-14= 107 6-12= 290 1=-1653 8.00 <br />2-13=-370 6-11=-637 9=-1653 8.00 <br />3-13= 807 7-11= 807 <br />4-13=-637 8-11=-370 <br />4-12= 290 8-10= 107 <br />5-12=-270 <br /> <br />1-2=-2876 <br />2-3=-2464 <br />3-4=-2201 <br />4-5=-2784 <br />5-6=-2784 <br />6-7=-2201 <br /> <br />7-8=-2464 <br />8-9=-2876 <br /> <br />9-10= 2531 <br />10-11= 2531 <br />11-12= 2602 <br />12-13= 2602 <br />13-14= 2531 <br />14-1= 2531 <br /> <br />PROVIDE FOR 795 LBS UPLIFT AT JOINT 1 (0.48) <br />PROVIDE FOR 795 LBS UPLIFT AT JOINT 9 (0.48) <br />PROVIDE FOR 93 LBS HORIZ. REACTION AT JOINT 1 <br />PLATE OFFSETS (X=LEFT,Y=TOP): [j12=4,2J, <br /> <br />1;:.ft 5-6 <br />5-6 <br /> <br />11-9 <br />5-6 <br /> <br />15-6 <br />I <br />4-6 <br /> <br />29-9 <br />I <br />4-6 <br /> <br />24-6 <br />I <br />4-6 <br /> <br />29-9 <br />I <br />4-6 <br /> <br />34-6 <br />5-6 <br /> <br />49-9 <br />5-6 <br /> <br />1-9 <br />I I <br /> <br />4X4 3X4 1X4 3X4 4X4 <br />34567 <br />3~43;4 <br /> <br />4X6 4X6 <br />1 9 <br />0;:;::;::. .::::::. <br /> <br />14 <br />1X4 <br /> <br />13 <br />3X8 <br /> <br />12 <br />5X8 <br /> <br />11 <br />3X8 <br /> <br />19 <br />1X4 <br /> <br />5-6 11-9 29-9 29-9 34-6 49-9 <br />I 5-6 5-6 9-9 9-9 5-6 I 5-6 <br />L. HL TO PK:12-3-9 R. HL TO PK :12-3-9 <br />LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:5-10-3 RIGHT HEIGHT:0-4-3 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER <br />L D TOP 8-9=0.602 TOP CHORD:2X4 NO.2 19 SP <br />TOP 20 10 BOTT 11-12=0.849 BOT CHORD:2X4 No.2 19 SP <br />BOTT 0 10 LL.DEFL.@12=0.19 < L/240 WEBS :2X4 No.3 19 SP <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING: 24.0 in. o. c. <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= 0.19,D.L=0.19,T.L=0.37 <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 />