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Project:240024-FIELD CHANGE The Vitruvius Project,Inc. .JoEyD <br /> Location:R01.LIVING AND HALLWAY StruCalc Version 11.1.8.0 8/6/2024— , <br /> Uniformly Loaded Floor Beam _ ioeydes;9ouc*yma;1.o«n - <br /> Uniformly Loaded Floor Beam [2021 International Building Code(2018 NDS) 206.240.7006 <br /> 3.5 IN x 11.25 IN x 10.0 FT J <br /> #2-Douglas-Fir-Larch-Dry Use f" • • • <br /> Section Adequate By:22.9% r <br /> Controlling Factor:Moment Attili Consulting Engineers,Inc.P.S. <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.06 IN L/1981 <br /> Dead Load 0.04 in <br /> Total Load 0.10 IN L/1185 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A B <br /> Live Load 400 lb 1200 lb <br /> Dead Load 293 lb 793 lb <br /> Total Load 693 lb 1993 lb <br /> Bearing Length 0.32 in 0.91 in <br /> BEAM DATA Center <br /> Span Length 10 ft <br /> Ak- <br /> Unbraced Length-Top 0 ft loft <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Douglas-Fir-Larch Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 0 psf 0 psf <br /> Bending Stress: Fb= 900 psi Fb'= 990 psi Floor Dead Load FDL= 0 psf 0 psf <br /> Cd=1.00 CF=1.10 Floor Tributary Width FTW= 0 ft 0 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 0 plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi <br /> Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 0 plf <br /> Controlling Moment: 4955 ft-lb Beam Total Dead Load: wD= 0 plf <br /> 5.0 ft from left support Beam Self Weight: BSW= 9 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 9 plf <br /> Controlling Shear: -1993 lb POINT LOADS-CENTER SPAN <br /> At support. Load Number One <br /> Created by combining all dead and live loads. Live Load 1600 lb <br /> Dead Load 1000 lb <br /> Comparisons with required sections: Read Provided Location 7.5 ft <br /> Section Modulus: 60.06 in3 73.83 in3 <br /> Area(Shear): 16.61 in2 39.38 in2 <br /> Moment Moment:of Inertia(deflection): 4955 ft-lb 9 ft-lb 415.28 <br /> 1 081 �o in4D WA <br /> Shear: -1993 lb 4725 lb FQ 1 cA� <br /> 5, r <br /> 42969 Q <br /> I STEg�9 <br /> FROJEGT DESCRIPTION NAL <br /> PROPOSED INTERIOR ALTERATION <br /> AND &ARA&E CONVERSION TO 08.06.2024 <br /> MAKE ADULT FAMILY HOME <br /> OWNER <br /> DASIM MEN&STU <br /> 230q 14TH ST SE, 0 0 <br /> EVERETT, NW g8203 0 0 <br /> SITE ADDRESS <br /> 74T q T <br /> 230 H 5 <br /> EVERETT, NW g8203 <br /> FARGEL D NO. <br /> 003gB700200402 <br />