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HomeMy WebLinkAboutTruss=--GGGGH. %_. r..� i - - & . --- - - - > Customer WYNNE Truss,ID pro �1 ect 16516 __ fi : 20-0 Quantity SPa�___________________________________ TOP CHQ�RD BOTTOM CHORD WEBS' 1-2;_-2224 622 7 5-6= 2053 3-7= 986 2-7=-332 2-3,y=-7= 1365 3-4�-2224 7-1= 2053 3-6= 986 4-q=-2237 4-6=-332 - 'rnu El 10 Tom P )lq A7T�G PLATE OFFSETS.(X=LEFT,Y=TOP):[j6=4,5],[j7=4,5], Y 41 1; 0:71. JJ 177(. tch-: 5_�12------- REACTIONS - SIZE 1=-1410 3.50' 5=-1222 3.50 2-0 6-0 1 10-0 14-0 20-0 6-0 4-0 4-0 6-0 3x4 1 zx(pl gD s�r� S� ^. s To oN� FGc� OF �vsf 4x4 3 2 x3 4 7 6 8x8 8x8 6-0 14-0 20-0 6-0 8-0 6-0 3x4 5 L . HL -TO P)(.:10-10 A . HL. TO PX :10-10 LOADING.-, (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER I, TOP 1-2=0.419 TOP CHORD:2*4 No.2ND 19 SP TOP '30 7 BOTT 7-1=0.898 BOT CHORD:2 4 No.2D 19 SP BOTT 0 10 DEFL.@7=0.10 < L 360 WEBS :2*4 No.3 19 SP -------- -- ______________________________------------------------ REPETITIVELSTRESSES3NOTPUSED 1.33 NO. OFMEMBERS=n1 0. c. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 5= 74 5- 1= 50 CHORD: 6-7 TO BE 2*6 No.1D 19 SP PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL PLATE MUST BE INSTALLED 6N BOTH FACES OF JOINTS SYMMETRICALLY(EXCEPT AS SHOWN1D THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERIAIANENT AND TEMPORARY BRACING (4H �FJv �e.rt_