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o r- p s3 r- a. "t i o3 <br />43iOi-1 Job No. T-7027 <br />45 S. 93rd E. A ve. ur h p y <br />Tulsa Oklahoma 74145 27' x 46' Columns x 22' MHR 9--30-87 <br />Phone (918) 622-1191 14'-6 Clearance 30" Fascia Page of 1 <br />T—Beams (2) 19' —6 <br />r - L <br />1 <br />USE W 12 x 45 Sm = 58. i D/Af = 2.61 pv i.. or <br />Chk M—Max fb(ksi) M—Left M--Right Cb Lu(ft) Fb(ksi) fb/Fb <br />1 97.16 20.067 0.00 97.16 1.00 9.750 21.600 .929 <br />Fb and Cb are calculated by the formulas and methods contained in Sections 1.5.1.4 of the A.I.S.C. Manual. <br />I hereby certify that this plan, specification, <br />or report was prepared by me or under my <br />direct supervision t �saofath©1StateisM <br />tered Architect u er the la <br />of Minnesota. <br />..........................................— REGEN �....................�� •- N .. Red. No. � .�.............,. 1�514.� <br />�l <br />�iSmit'�'G'�;[i+x+.t 4z..r;,frev.5.�e.�9:�i_�!415.lk���`.4,a r.i; ....vr�zt..i . w_y , . ,.- _ . ,,,..., .� ,.... . P.�iF` ,..4 r. ,.f:b%��L�i1r�'"•i��i��7�lrovi;�?�kC�i�h�5ikeS��l� y�� 6 11 <br />