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BTL <br />ENGINEERING <br />MB-11 <br />M = 0.94 Mt <br />p = 0.45 K <br />L/480 = 0.21 (LL) <br />L/240 = 0.41 (TL) <br />EI1ey'd = 40 x106lb.iti <br />M = 0.31 k.ft <br />v = 0.25 k <br />L/480 = 0.13 in (LL) <br />L/ 240 = 0.25 in (TL) <br />EIxeq d = 9 xl06lb.in2 <br />/— okwlCi=0.8 <br />PT 2xIO HF #2 at I! OC <br />Project: <br />Project Number: <br />W= (15- 40)(24/12) =0.11 k1f <br />8.25' <br />%50 # <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phonc: 425-814-8448 <br />V -. d7r,-a9I_2190 <br />450 # <br />( )2x <br />POCKET <br />11)2x6 <br />TRIMMM <br />( )2x <br />57VP bROU° <br />r )2x <br />Mo GROUP <br />IibR <br />TAM �6 <br />OTHER <br />POST- <br />. - FOO7IN6a <br />W_ (15+60)(16/12) =0.1 k1f <br />5' <br />'250# <br />( )2x <br />TRIMMER <br />( )2x <br />POCKET <br />JII��:: <br />( )2x <br />57W &RO(p <br />r ftIbH MM <br />W ( )2x <br />5TVP 6RO11P <br />�,t, <br />MFR <br />LUS28� <br />AFO;�T <br />250 # <br />( )2x <br />()2x <br />POCKET <br />TRIMMER <br />( )2x <br />()2x <br />STUD &ROUP <br />STUD &Rap <br />F18R <br />HSR <br />TRIM fit+ FR <br />Bear on <br />5-1 /2" <br />POST_ <br />wide <br />beam <br />—_FOOTIN' <br />Designed By: Date: <br />Client: Scale: page: MF2.6 <br />