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i <br /> FINIIIIIIIIIIIIIIIIrPASS • Page 1 <br /> DATE: 8/21/2022 WOLDE TESFAYE T/ COMPANY: -- drafting <br /> VITRUVIUS BUILD: StruCalc Plus GEBREAMANUAEL DESIGNED BY: jose perez <br /> CUSTOMER: ALEMTSEHAY REVIEWED BY: jose perez - <br /> PROJ. ADDRESS: 1215 CASINO RD PROJECT NAME: New Project •• ,-^ �- <br /> f <br /> EVERETT, 98203 draftnwPgr,ail.com <br /> LEVEL: StruCalc Members LOADING: ASD <br /> MEMBER NAME: BEAM MO1 CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch 1 No.2 (1)3.5 X 9.25 DRY I <br /> r— <br /> BEAM MO1 DIAGRAM1-\\ 2 2 u 1 <br /> MAR 1.02023 — U <br /> CITY OF EVERETT <br /> ,;,,4, Permit Services <br /> 3.5" Bea drag Length 3.5" <br /> I 3'3-61/64" <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):3.33 Member Slope:0/12 Actual Length(ft):3.33 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (in') (in') (lbf/ft) Creep Factor <br /> 32.38 230.84 33.05 7.38 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1080 632 180 1350 625 1600 580 <br /> Cm 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> C_E 1.2 1.1 1 1 1 1 1 <br /> Bending Adjustment Factors Cfu =1 Cr =1 <br /> BEAM DATA <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 3.33 0 3.33 0 1.00 1.00 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(68.8%) 56.1 180.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(77.6%) 242.4 1080.0 1.66 D+L 1 <br /> Deflection(in) PASS(95.1%) 0.005(=L/7400) 0.111(=L/360) 1.66 D+L <br /> Bearing Stress(psi) PASS(84.2%) 98.9 625.0 0 D+L 1 <br /> REACTIONS Units for V:lbf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 345 866 0 0 0 0 0 0 0 0 0 <br /> B 345 866 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> I j2 <br /> PROJECTS New Project 2018 International Building Code ASD <br />