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UpstaPa Engineering <br />PO Bax 952 <br />Lynnwood, WA 980 :b <br />206-280-0715 <br />sevires@upstateennineerina r.cm <br />___._—_ __ _.' ______ _.— _. . <br />Wood Column <br />DCSerip�i0n : POST DE516N <br />- - F-.=eYa1o,�01 �'�t 61it� Lu7 :PO-1ECu � <br />IFRCALC.ItlC.19832017 Bw�d�.o73.227,Ver.fiD15 <br />Load Combination Results _ <br />�da.�imum Fxrl . �enCn�c Sfrass P,at:os Vlavq*oim Sh�a� Rafics <br />Load Combinalion � D Slress Ratio Status Localion _____ Stress Ralio Stalus Localion <br />+�+0750Lr.0.7WL+0.5250E+H 1.00D 0.07290 PASS OA ft 0.0 PASS 0 0 ft <br />�0�0.750L+0.7505�-0750W+H 1.000 0.03297 PASS OAfl 0.0 PASS 0.0 fI <br />�D.0750L�0750Sa0.5250EtFi 1.000 0.03297 PASS OAft 0.0 PASS OA �I <br />.�j,tipp+W�H 1.000 0.01978 PASS OA (t 0.0 PASS 0.0 (t <br />-fi.60D+070E+H 1.000 0.01978 PASS OAft 0.0 PASS 0.0 tl <br />Maximum Reaetions � Unfactored Note: only nomzero reactions are iisted <br />� � X-X Axis Reaclbn Y-Y Axis Reaction Azial Read'an <br />Load Comb,nation @ Base @ 7op @ Base @ Top @ Base , _ _ _ <br />D Only .— _ n�. . <br />Lr Unly <br />!': Onty <br />D+Lr <br />D+V; <br />D+Lr.Y! <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />Maximum Deflections for Load Combinations - Unfactored Loads _ <br />�- Lo�a Com6ination Max. X-X De�ection Distance Maz. Y•Y De�eclbn Distance <br />� Only 0.0000 in �.000 fl 0.000 in 0.000 It <br />Lr Only 0.0000 in 0.000 fl 0.000 in 0.000 it <br />'A Only 0.0000 in Q.UOO II 0.000 in O.00O lt <br />D�lr 0.0000 in 0.000 fl 0.000 in 0.000 11 <br />p.y� 0.0000 in 0.000 fl 0.000 in 0.000 II <br />D�Lr+W 0.0000 ia O.00Oft 0.000 in 0.00011 <br />Sketches __--__--_ _ — <br />Ma Loads <br />po75. <br />A <br />194Y. <br />O.fiOA k <br />1.Si9 Y. <br />�� <br />.__►! <br />Loads aie lotal enlcietl vahie.�Arro::s do not r211eri obsolulo dimchon. <br />