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Custom Species Parameters Custom Parameters= �I <br /> Species Name Bending Fb(Vi) 1 Shear Parallel to Grain F(p.i) Compression Perpend:cular F,1(Psi) Modulus of Elasticity for Deflections E fpA) I Modulus of Elasticity For Stability Emr„") <br /> Custom Species 20001 67 I 5651 1 800 000 580 000 <br /> Width 6= 7.63 in <br /> Depth d= 12 in <br /> Size Factor CF,cDarDm =1 <br /> Number of Plies npli.= 1 <br /> Beam Plan Length LX = 5.33 ft <br /> Beam Incline(in degrees) a= 0 deg <br /> Supports and Braces r= <br /> _SuppoNBrace Type Fbsltion From Lefts(e) _Bearing tenglhf,0o) <br /> Pinned 0.88 3 <br /> Pinned 4.88 3 <br /> Continuous Bracing for Lateral Torsional No Continuous Bracing <br /> Buckling <br /> Add Flitch Plates? No <br /> Loads <br /> I <br /> Storage floor Load reference onlyA <br /> ID:1 <br /> lb <br /> 1 L•4000lb <br /> I <br /> Self-welght 0,.4511 pf <br /> D s33/r <br /> 0.0 1.0 V) 3.0 4.0 5.0 <br /> D'atance from Left of Beam(RI <br /> Point&Moment Loads P,Al= <br /> Label Location z(it) Load Magnitudes P,Al <br /> Storage floor Load reference only-1 2 D:480 lb,0 lb ft,L_4000 lb,0 <br /> I I Ib ft <br /> Enable Automatic Live Load Patterning? No <br /> (BETA) <br /> Brace at Point Loads? No <br /> Include Self-weight Yes <br /> Self-Weight SW= 45 plf <br /> Self-weight SW= 45 pif ARC Timber Construction Manual 2012,C122 <br /> Live Load Type Occupancy <br /> Design Conditions <br /> Design Code for Load Combinations International Building Code(IBC)2018 <br /> g P•Fps.` <br /> Beam Incline Horizontal titsoQ <br /> Total Material Length L= 5 ft,4 in FS <br /> Member Orientation Strong(X-X) <br /> Non-Repeating NDS2018,C14.3.9 + ,N <br /> Repeating Member. P g <br /> Service Condition Dry 14DS 2018,C14.33 20 <br /> D� l2L <br /> Greenfield Rev 3 Page 36 of 52 <br />