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' Project:Jerabek page <br /> Location:6'Hdr flr bm @ kitchen slider(6x12 df2) „ .. AmericanHomePlanners <br /> - Multi-Loaded Multi-Span Beam 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 5.5 IN x 11.25 IN x 6.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:07 PM <br /> Section Adequate By:26.4% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center - LOADING DIAGRAM <br /> Live Load 0.03 IN L/2236 <br /> Dead Load 0.02 in <br /> Total Load 0.06 IN L/1346 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 2162 lb 2341 lb <br /> Dead Load 1452 lb 1528 lb <br /> Total Load 3614 lb 3870 lb <br /> Bearing Length 1.05 in 1.13 in <br /> REAM DATA Center <br /> Span Length 6.33 ft <br /> Unbraced Length-Top O ft A — — 6.33 rt =g <br /> Unbraced Length-Bottom 6.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00jIIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 280 plf <br /> #2-Douglas-Fir-Larch Uniform Dead Load 105 plf <br /> Base Values Adjusted Beam Self Weight 13 plf <br /> Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 398 plf <br /> Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One <br /> Cd=1.00 Live Load 999 lb <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Dead Load 685 lb <br /> Comp.1-to Grain: Fc--t = 625 psi Fe- '= 625 psi Location 2 ft <br /> Controlling Moment: 6694 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN <br /> 2.85 Ft from left support of span 2(Center Span) Load Number One Two <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 0 plf 400 plf <br /> Controlling Shear: -3870 lb Left Dead Load 80 plf 240 plf <br /> 6.0 Ft from left support of span 2(Center Span) Right Live Load 0 plf 400 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 80 plf 240 plf <br /> Load Start 0 ft 2 ft <br /> Comparisons with required sections: Req'd Provided, Load End 6.33 ft 6.33 ft <br /> Section Modulus: 91.8 in3 116.02 in3 Load Length 6.33 ft 4.33 ft <br /> Area(Shear): 34.14 in2 61.88 in2 <br /> Moment of Inertia(deflection): 116.33 in4 652.59 in4 <br /> Moment: 6694 ft-lb 8459 ft-lb <br /> Shear: -3870 lb 7013 lb <br />