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- 32, u1E ---,\ <br /> IECEOVEJ <br /> MAR 1 2 2024 NOV 0 6 2023 _/ <br /> DATE: 4/3/2023 _ COMfY: Rock Engineering <br /> STRUCALC BUILD: StruCalc Pro CITY OF E 1 `' wieY: Richard Rock CITY OF EVERETT <br /> CUSTOMER: Permit S �» r V. Richard Rock Permit Services <br /> PROJ.ADDRESS: 5005 Sperry Lane j' NAME: MA Builds 13x29 deck <br /> Everett,WA 98203 <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: Deck Beam CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Hem-Fir I No.2 (1)5.5 X 9.5 DRY _ 1 <br /> Deck Beam DIAGRAM <br /> • <br /> 3" BL(A) 3" BL(B) BL(C) 3" <br /> I I 7• I <br /> 14• I <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):14 Member Slope:0/12 Actual Length(ft):14 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in4) (in4) (lbf/ft) Creep Factor <br /> 52.25 392.96 131.71 10.31 1 0.43 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 675 350 140 500 405 1100 400 <br /> Adjusted Values 675 350 140 500 405 1100 400 <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 /> CF 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 7 0 7 0 1.00 1.00 1.00 1.00 <br /> 2 7 0 7 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 (56.0%) 61.5 140.0 7 D+L 1 <br /> Bending Stress Y(psi) PASS(35.3%) 435.2 672.8 7 D+L 1 <br /> Deflection(in) PASS(90.6%) 0.037(=L/2276) 0.233(=L/360) 2.94 L <br /> Bearing Stress(psi) PASS(43.0%) 259.8 455.6 7 D+L 1 <br /> REACTIONS Units for V:Ibf Units for M:lbf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos <br /> Y axis DEAD LIVE TOTAL <br /> A 184 1286/-184 1286 <br /> B 612 3675 4287 <br /> C 184 1286/-184 1286 <br /> Reaction Location <br /> A B C <br /> UNBALANCED LIVE LOAD-WORST CASE Load Combination:D+L,Maximum Stress Ratios from:Bending StrAtachment (2) <br /> =-Live Load Applied 0..- • 4 <br /> PROJECT: MA Builds 13x29 deck 2018 International Building Code ASD <br />