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Project:Ik `a'e <br /> / <br /> Location::Deck <br /> G Deck Girders Patrice Stafford <br /> k Girder-4x12 PAS Design Services <br /> Uniformly Loaded Floor Beam 9046 Feather River Way or <br /> 12009 International Building Code(2005 NDS)] Sacramento,CA 95826 <br /> 3.5 IN x 11.25 IN x 6.0 FT StruCalc Version 8.0.111.0 4/9/2012 11:09:35 AM <br /> #2-Redwood-Dry Use LOADING DIAGRAM <br /> Section Adequate By: 145.6% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.02 IN _13026 <br /> Dead Load 0.01 in <br /> Total Load 0.03 IN 02172 <br /> Live Load Deflection Criteria:0360 Total Load Deflection Criteria:0240 <br /> REACTIONS A a <br /> Live Load 1220 Ib 1220 Ib <br /> Dead Load 480 Ib 480 Ib <br /> Total Load 1700 Ib 1700 Ib <br /> Bearing Length 0.75 in 0.75 in A en B <br /> BEAM DATA Center <br /> Span Length 6 It <br /> Unbraced Length-Top 0 It FLOOR LOADING <br /> Floor Duration Factor 1.00 i 1 Side 2 <br /> Notch Depth 0.00 Floor Live Load FLL= 40 <br /> psf 40 psf <br /> MATERIAL PROPERTIES Floor Dead Load FDL= 15 psf 15 psf <br /> #2-Redwood Floor Tributary Width FTW= 5.2 ft 5 ft <br /> Base Values Adjusted Wall Load WALL= 0 plf <br /> Rending Stress: Fb= 925 psi Fb'= 1018 psi BEAM LOADING <br /> Cd=1.00 CF=1.10 Beam Total Live Load: wL= 407 plf <br /> Shear Stress: Fv= 160 psi Fv'= 160 psi Ream Total Dead Load: wD= 153 plf <br /> Cd=1.00 Beam Self Weight: BSW= 8 plf <br /> Modulus of Elasticity: E= 1200 ksi E'= 1200 ksi Total Maximum Load: wT= 567 plf <br /> Min.Mod.of Elasticity: E_min= 440 ksi E_min'= 440 ksi <br /> Comp.-L to Grain: Fc-1= 650 psi Fc-1'= 650 psi <br /> Controlling Moment: 2550 ft-Ib <br /> 3.0 ft from left support <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 1190 Ib <br /> At a distance d from support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Rea Provided <br /> Section Modulus: 30.08 in3 73.83 in3 <br /> Area(Shear): 11.16 int 39.38 in2 <br /> Moment of Inertia(deflection): 49.4 in4 415.28 in4 <br /> Moment: 2550 ft-Ib 6260 ft-Ib <br /> Shear: 1190 Ib 4200 Ib <br /> NOTES <br />