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Project:MARVIN ktier/ A,StruCalc 9.0 page <br /> Location:HBM#02 <br /> HipNalley Beam416' or <br /> [2015 International Building Code(2015 NDS)] <br /> 1.5 IN x 9.25 IN x 10.1 FT (Actual 10.4 FT) <br /> #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 9/25/2019 1:53:07 PM <br /> Section Adequate By:36.4% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.10 IN L/1257 <br /> Dead Load 0.07 in <br /> Total Load 0.17 IN L/740 <br /> Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:L/180 <br /> REACTIONS A <br /> Live Load 426 lb 213 lb <br /> Dead Load 293 lb 154 lb <br /> Total Load 719 lb 367 lb <br /> Bearing Length 0.77 in 0.39 in <br /> BEAM DATA <br /> Span Length 10.1 ft . <br /> Unbraced Length-Top 0 ft 1o.1 ft B <br /> Unbraced Length-Bottom 0 ft <br /> Roof Pitch Side One: 4:12 <br /> Roof Pitch Side Two: 4:12 HIPNALLEY LOADING <br /> Roof Duration Factor 1.15 Roof Live Load: LL= 25 psf <br /> Beam End Elevation Difference 2.4 ft Roof Dead Load: DL= 15 psf <br /> MATERIAL PROPERTIES Side 1 Rafter Length: RL1 = 7.2 ft <br /> #2-Douglas-Fir-Larch(North) Tributary Width based on half span of rafters. <br /> Base Values Adiusted Side 2 Rafter Length: RL2= 7.2 ft <br /> Bending Stress: Fb= 850 psi Fb'= 1075 psi Tributary Width based on half span of rafters. <br /> Cd=1.15 CF=1.10 ' SLOPE/PITCH ADJUSTED LENGTHS AND LOADS <br /> Shear Stress: Fv= 180 psi Fv'= 207 psi <br /> Cd=1.15 Adjusted Beam Length: Ladj= 10.38 ft <br /> Beam Self Weight: BSW= 3 plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi <br /> Comp.-I-to Grain: Fc-L= 625 psi Fc- = 625 psi TRAPEZOIDAL LOADS-CENTER SPAN <br /> Load Number ne <br /> Controlling Moment: 1405 ft-lb Left Live Load 126.7 plf <br /> 5.05 ft from left support Left Dead Load 80.1 plf <br /> Created by combining all dead and live loads. Right Live Load 0 plf <br /> Controlling Shear: 700 lb Right Dead Load 0 plf <br /> At support. Load Start 0 ft <br /> Created by combining all dead and live loads. Load End 10.1 ft <br /> Load Length 10.1 ft <br /> Comparisons with required sections: Reo'd Provided <br /> Section Modulus: 15.68 in3 21.39 in3 <br /> Area(Shear): 5.07 in2 13.88 in2 <br /> Moment of Inertia(deflection): 24.06 in4 98.93 in4 <br /> Moment: 1405 ft-lb 1917 ft-lb <br /> Shear: 700 lb 1915 lb <br />