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Supports and Braces 7'_ <br /> 5upport/Brace Type Position From Left x(ft) Bearing Length O(in) <br /> Pinned 0 4 <br /> Pinned 16 4 <br /> Continuous Bracing for Lateral Torsional Top Braced <br /> Buckling <br /> Add Flitch Plates? No <br /> Loads <br /> D:60 pf <br /> L'S0On <br /> plf <br /> p LW:4 ft I D.15 psf,L•125 psf 16/r <br /> 0 5 10 15 <br /> Distance from Left of Beam(ft) <br /> Distributed Loads 'fu= <br /> Label I Start Location x,(ft) End Location x,Bt) I Total Start Trib.Width Tit',(N Total End Trib.Width TlY,(A) Load Magnitudes u, <br /> 0 I 16 4 I 4 I D:15 psf,L:125 psf <br /> Enable Automatic Live Load Patterning? No <br /> (BETA) <br /> Brace at Point Loads? No <br /> Include Self-weight No <br /> Self-weight SW= 0plf AITC Lmber construction 6lanual 2012,C122 <br /> Live Load Type Occupancy <br /> Design Conditions <br /> Design Code for Load Combinations International Building Code(IBC)2018 <br /> Beam Incline Horizontal <br /> Total Material Length L= 16 ft,0 in <br /> Member Orientation Strong(X-X) <br /> Repeating Member? Repeating NOS 2018,CI439 <br /> Service Condition Dry NOS 2018.C1433 <br /> Temperature Range T<_100nF NOS 2018.Tah'e 213 <br /> Incised? No <br /> NOS 2018.Cl4 38 <br /> PAPA TT-084-True(5hea,.Free)and <br /> y = ApPaent Abduli of <br /> Ela1slc9tyS1(httpp)s// apanoodorgpublcatlomseafd 7 <br /> DiredlyConsider Shear Deflection? No q -0d <br /> Deflection Limit Absolute Limit Amax = 1 ill <br /> Live/Short-term Deflection Limit (L/)sr = 360 IBC.Table 1604.3 <br /> Long Term Deflection Limit (LI)LT = 240 <br /> Double U Deflection Limits for (rota national eu Id ng Code 2018,Tab!e 1603.31(hllpsU <br /> Yes codeskcsafe.org/content/IBC2018Kh)Pio 16 s1rurwral <br /> Cantilevers? dt'ig') <br /> Advanced Design Criteria <br /> Adjusted Allowable Bending Stress Limit FA,mox = 0 psi f <br /> Adjusted Allowable Shear Stress Limit Fo,Tnax = 0 Ps' " <br /> Member Properties <br /> / S Lois, <br /> Width of One Ply 6= 5.5 in �;,' G« k <br /> Greenfield Rev 3 Page 19 of 52 <br />