Loading...
REV1 REVIEWED-RESUB 1+Structural_Analysis_or_Calculations+9.15.2022_10.34.21_AM+3110215REVIEWED BY CITY OFEDMONDS REVISION Pa e1 Sep 15 2022 g BUILDING DEPARTMENTarr OF EDMONDS ................................................ DEVELOPMENT SERVICES DEPPRTMENT DATE: 7/23/2022 COMPANY: RESUB VITRUVIUS BUILD: StruCale Pro DESIGNED BY: 5eP,5!L22 CUSTOMER: REVIEWED BY: ° "°"°" PROD. ADDRESS: -- PROJECT NAME: BLD2021-0719 LEVEL: NOT YET ASSIGNED LOADING: ASD MEMBER NAME: 5.5x10.5 GLB ROOF BEAM CODE: 2018 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: I Glulams Stress Class Rated 24F-1.8E I 24F-V4 DF/DF (1) 5.5 X 10.5 DRY 3 Bearing Length 3" 11' Start (ft): 0 End (ft): 11 Member Slope: 0/12 Actual Length (ft): 11 Area Ix ly BSW Lams G Kcr (in2) (in°) (in°) (Ibf/ft) Creep Factor 57.75 530.58 145.58 13.17 1 0.5 1 ••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1472 1100 265 230 1650 650 1800000 950000 1600000 850000 C M 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 11 0 2 0 • • PASS/FAIL MAGNITUDE Shear Stress Y (psi) PASS (87.9%) 32.0 Bending Stress Y (psi) PASS (83.2%) 402.6 Deflection (in) PASS (89.5%) 0.077 (=L/1708) Bearing Stress (psi) PASS (86.7%) 74.7 Ibf-ft WRENN MOOMW Units for V: Ibf Units for M: Y axis DEAD LIVE LIVE ROOF SNOW WIND + A 507 726 0 0 0 B 507 726 0 0 0 Reaction Location A 1.00 STRENGTH 265.0 2400.0 0.733 (=L/180) 560.0 1.00 1.00 LOCATION (ft) 0 5.5 5.5 0 WIND - SEISMIC + SEISMIC - 0 0 0 0 0 0 1.00 LOAD COMBO DURATION FACTOR CD D+L 1 D+L 1 D+L D+L 1 ICE RAIN EARTH 0 0 0 0 0 0 B PROJECT: New Project 2018 International Building Code ASD Member Name: 5.5x10.5 GLB ROOF BEAM •-9 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Uniform (Ibf/ft) 79 79 Uniform (Ibf/ft) 132 132 Self Weight (Ibf/ft) 13.17 13.17 Page 2 Load Type Direction 0 11 Dead Y 0 11 Live Y 0 11 Dead Y PROJECT: New Project 2018 International Building Code ASD