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Project: MARVIN owlet gStruCalc 9.0 page <br /> Location:RR#01 i $.4, <br /> Roof Rafter r " or <br /> [2015 International Building Code(2015 NDS)] Fi"; -,i, <br /> 1.5INx7.25INx13.83FT(11.8+2)@24O.C. <br /> #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 9/25/2019 1:53:05 PM <br /> Section Adequate By:5.8% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center Eight LOADING DIAGRAM <br /> Live Load 0.32 IN L/466 0.02 IN 2L/2260 <br /> Dead Load 0.19 in 0.00 in <br /> Total Load 0.51 IN L/293 0.00 IN 2L/Infinity <br /> Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:L/180 <br /> REACTIONS A B <br /> Live Load 296 lb 404 lb <br /> Dead Load 182 lb 256 lb <br /> Total Load 478 lb 660 lb <br /> Bearing Length 0.51 in 0.70 in <br /> SUPPORT LOADS A B <br /> Live Load 148 plf 202 plf <br /> Dead Load 91 plf 128 plf 11.asn2rc— <br /> Total Load 239 plf 330 plf <br /> MATERIAL PROPERTIES <br /> #2-Douglas-Fir-Larch(North) RAFTER DATA Interior Eave <br /> Base Values Adiusted Span Length 11.83 ft 2 ft <br /> Bending Stress: Fb= 850 psi Fb'= 1349 psi Rafter Pitch 4 :12 <br /> Cd=1.15 CF=1.20 Cr-1.15 Roof sheathing applied to top of joists-top of rafters fully braced. <br /> Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Duration Factor 1.15 <br /> Cd=1.15 Peak Notch Depth 0.00 <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Base Notch Depth 0.00 <br /> Comp.L to Grain: Fc-L= 625 psi Fc-L'= 625 psi RAFTER LOADING <br /> Uniform Roof Loading <br /> Controlling Moment: 1396 ft-lb Roof Live Load: LL= 25 psf <br /> 5.796 Ft from left support of span 2(Center Span) Roof Dead Load: DL= 15 psf <br /> Created by combining all dead loads and live loads on span(s)2 Slope Adjusted Spans And Loads <br /> Controlling Shear: -471 lb <br /> Interior Span: L-adj= 12.47 ft <br /> 11.384 Ft from left support of span 2(Center Span) <br /> Eave Span: L-Eave-adj= 2.11 ft <br /> Created by combining all dead loads and live loads on span(s)2,3 Interior Live Load: wL-adj= 45 plf <br /> Eave Live Load: wL-Eave-adj= 45 plf <br /> Comparisons with required sections: Reo'd Provided Interior Dead Load: wD-adj= 28 plf <br /> Section Modulus: 12.42 in3 13.14 in3 Eave Dead Load: wD-Eave-adj= 28 plf <br /> Area(Shear): 3.41 in2 10.88 in2 Interior Total Load: wT-adj= 73 plf <br /> Moment of Inertia(deflection): 29.24 in4 47.63 in4 Eave Total Load: wT-Eave-adj= 73 plf <br /> Moment: 1396 ft-lb 1477 ft-lb <br /> Shear: -471 lb 1501 lb <br />