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REVIEWED RESUB1 BLD2023-1629+Structural_Calculations+1.30.2024_3.11.38_PM+4029456
RES U B BLD2023-1629 Page 1 Jan 30 2024 DATE: 12/18/2023 DEVELOPMENT SERVICES COMPANY: JM Consulting & Design STRUCALC BUILD: StruCalc Plus DEPARTMENT ........................................... DESIGNED BY: Jeff Miller CUSTOMER: REVIEWED = BY REVIEWED BY: -- PROJ. ADDRESS: -- CITY OFEDMONDs PROJECT NAME: Dickison Covered Deck NOT YET ASSIGNED BUILDING DEPARTMENT: LOADING: ASD LEVEL: MEMBER NAME: RR#01 CODE: 2021 International Building Code MEMBER TYPE: ROOF RAFTER NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch No. 2 (1) 1.5 X 7.25 16(in) O.C. DRY MEMO 3in BL (A) BL (B) 3in I I Start (ft): 0 End (ft): 12.167 Member Slope: 1112 Actual Length (ft): 12.21 Roof Pitch: 1112 O.C. Spacing(in): 16 Area Ix ly BSW Lams G Kcr (in Z) (in') (in°) (Ibf/ft) Creep Factor 10.88 47.63 2.04 2.48 1 0.5 1 .TMO. Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fcl(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1242 690 180 1418 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.2 1.2 1 1.05 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1.15 W DAIP Span Length (ft) 1 12.167 Unbraced Length (ft) Top Bottom 0 12.1667 Beam End Elev. Diff (ft) 1.013917 CL(Top) 1.00 CL(Bottom) CL(Left) 0.49 1.00 CL(Right) 1.00 • / ' PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (77.5%) 50.6 225.0 0 D+Lr 1.25 Bending Stress Y (psi) PASS (11.2%) 681.1 766.7 0 D+Lr 1.25 Deflection Y (in) PASS (90.4%) 0.079 (=L/1855) 0.814 (=L/180) 6.083 D+Lr 1.25 Compressive Stress (psi) PASS (99.8%) 2.8 1453.7 0 D+Lr 1.25 Tensile Stress (psi) PASS (99.7%) 2.8 862.5 12.167 D+Lr 1.25 Bearing Stress (psi) PASS (87.0%) 81.2 625.0 0 D+Lr 1.25 Bending -Compression (Unit) PASS (11.1%) 0.89 1.00 0 D+Lr 1.25 Bending -Tension (Unit) PASS (55.8%) 0.44 1.00 12.167 D+Lr 1.25 PROJECT: Dickison Covered Deck 2021 International Building Code ASD Member Name: RR#01 Page 2 NEWTS=* 0,1111111111F Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 97 271 368 B 97 271 368 M @x A 196 550 746 B -196 -550 -746 Reaction Location A B •� Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft2) Uniform 33.33 33.33 0 12.167 RoofLive Y Uniform (Ibf/ft) Uniform 13.333 13.333 0 12.167 Dead Y Self Weight (Ibf/ft) 2.48 2.48 0 12.167 Dead Y PROJECT: Dickison Covered Deck 2021 International Building Code ASD