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Deflection at end of cantilever and at mid span acceptable. <br /> DATE: 4/3/2023 COMPANY: Rock Engineering <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Richard Rock <br /> CUSTOMER: REVIEWED BY: Richard Rock <br /> PROJ.ADDRESS: 5005 Sperry Lane PROJECT NAME: MA Builds 13x29 deck <br /> Everett, WA 98203 <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: Deck Joist Cant CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Hem-Fir No.2 (1)1.5 X 9.25 16(in)O.C. DRY <br /> Deck Joist Cant DIAGRAM <br /> 3" BL(A) 5.5"BL(B) <br /> 12' <br /> 13• <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):13 Member Slope:0/12 Actual Length(ft):13 O.C.Spacing(in):16 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in4) (in') (lbf/ft) Creep Factor <br /> 13.88 98.93 2.6 2.74 1 0.43 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 1075 578 150 1300 405 1300 470 <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 _ 1 1 <br /> Bending Adjustment Factors Cfu =1 Cr =1.15 <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 12 0 12 0 1.00 0.46 1.00 1.00 <br /> 2 1 0 1 0 1.00 0.99 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(59.7%) 60.5 150.0 0 D+L 1 <br /> Rpnrlinn Stress Y(psi) PASS(12.5%) 940.6 1075.3 5.98 D+L 1 <br /> Acceptable )eflection(in) FAIL(-13.9%) 0.077(=L/310) 0.067(=L/360) 13 L <br /> Bearing Stress(psi) PASS(69.3%) 124.3 405.0 0 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 79 480/-3 556 <br /> B 94 563 657 <br /> C 0 0 0 <br /> Reaction Location <br /> A B C <br /> UNBALANCED LIVE LOAD -WORST CASE Load Combination:L,Maximum Stress Ratios from:Deflection Attachment (2) <br /> Mil-Live Load Applied -.•" • 4 <br /> PROJECT: MA Builds 13x29 deck 2018 International Building Code ASD <br />