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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> rSE <br /> Engineering Page: <br /> Pi= 25 Cs= 1.0 1= 1.0 trib width= 7.5 <br /> RAKE BEAM Pn= 7 <br /> RA Re <br /> 2.00 2.00 2,00 _ 2.00 2.00 2.00 <br /> INPUT: <br /> w(DL)ptf 61 61 61 61 61 61 <br /> w(LL)pif 188 188 18B 188 188 188 <br /> w(TL)pit 248 248 248 248 248 248 <br /> P(DL) fbs <br /> P (LL) lbs <br /> P(TL) lbs 01 0 01 0 0 <br /> RESULTS: <br /> RA(TL)= 1488 lbs. Ra(TL)= 1488 lbs. <br /> VA(TL)= 1488 lbs.(max.) Ve(TL)= 1488 Ibs.(max.) <br /> [VIA(TL)= 0 ft.lbs. MA-a(TL)= 4464 rt.lbs.(max.) Ma (TL)= 0 ft.ibs. <br /> A(DL)= A(DL)= 0.050 in. A(DL) = <br /> 8 (LL)= 0(LL)= 0.154 in. L±,(LL)= <br /> A(TL)= A(TL) = 0.203 in. A(TL)= <br /> BEAM PROPERTIES: <br /> MATERIAL Fb Fv Fc er E x 10A6 <br /> ManuLLbr. <br /> Timber <br /> Dimen. Lbr. DFL#2 900 150 625 1.6 <br /> psi psi psi psi <br /> b d A S I BaLgth. CID 1.15 <br /> 3 11.25 33.75 63.3 356.0 0.07 CH 1 <br /> in. in. in.A2 in.A3 in.A4 ft. Cr 1 <br /> Ci 1 <br /> STRESSES: <br /> fv= 56 psi fV= 56 psi <br /> fb= 847 psi <br /> RATIOS OF ACTUAL TO ALLOWABLE STRESSES: <br /> fv/FV= 0.32 fv/Fv' = 0.32 <br /> fb/ Fb'= 0.82 <br /> RATIOS OF SPAN TO DEFLECTION: <br /> L/ 938 for LL <br /> L/ 709 for TL <br /> USE (2)-2x12 DF#2 <br /> v 3.3.03 <br /> E City of Everett Permit Review <br /> EVERETT Status:Approved <br /> 10/11/2023 11:50:19 AM <br /> Page 15 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner <br />