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13-4~12 <br /> <br /> 4X4; <br /> 6 <br /> 5.000 ~ 3X4 ~ <br /> 5 ~ 4X4 ~ <br /> <br />3X8 = 5~: 3X8 = 4X4=} ~4 ;~ 3X4 = <br /> ~1~5 2-11-15 ~12 ~ 4~ <br /> <br />Plate Qff'sets (X,Y): [4:0-O-12,0-I-8], <br /> <br />LOAD;NG (ps0 SPACING 2~-0 <br />TOLL 25.0 Ptate~ In.rea.se 0,B2 <br />TCDL ?,0 Lumber In,2reac. e 1.15 <br />BOLL 0.0 Rep Stre..~ Incr YES <br />EICDL 5.0 ~ UBC~4 <br /> <br />LUMBER <br />TOP CHORD 2 X 4 DF No.1 <br />BOT CHORD 2 X 4 DF No. 1 <br />WEBS <br /> <br />CSl ~loc) b'defl <br />TC 0.58 Ve~LL) 0.16 15/14 99g <br />BC 0,43 I Vert.(TL) 0.24 14/13 ~ <br />WB O.~ Ho~(TL) 0,10 11 ~a J <br /> J Min Len~ ILL deft = 2~ [ <br /> B~CING <br /> <br />M20(20~e) 186/148 <br /> <br />Weight: 184 (lbs) <br /> <br />TOP CHORD Sheathed or 3-3.3 ~ center purlin ~pacing, <br />BOT CHORD Rigid ceiling dlrecay appli~, ~ 10-~O-OC c~ center bracing, <br /> Except; 12-13:6-3-0, 11-1~:6-3-0, 19"11;6-1-3, 9-10:6-2-3 <br /> <br />REACTIONg (Ibc~'s4;;,-e) 1=784/0-5-8, 11=1e71/9-5-~ <br /> <br /> Ma× Vect 1 =887(Io~ c~,e 2), 1 l~1971(bad case 1) <br /> <br />FORCES <br />TOP CHORD 1-2~-=44, 24.'.'.'3=-1~7, 3-4---18~7, 4-S=..441, 3-~=-91, ~7=-91, 7~=~, m9=9~ ~O~ 0 8 t~5 <br />BQT CHORD ~10=~8, 1~11~, 11-1~=-~G, 1Z-13=~, 1~14~6, l~15=~78, 1-15=~78 <br />WEBS 2-15~, 2-14=-~, ~14=-192. ~14=12~, ~t3~7, ~13=~3, ~1~=~, ~12=-~6, 7-12=1142.~~j, ~10~5~ <br /> <br /> MiTek Indu~trlea~ [nc. <br /> <br />: 'ON ~HOH,3 }NT %:~,i],'~± NOI/:}U : <br /> <br /> <br />