rgrt -- Lge - —T + + . ‘He Ltttlh sew ee wm ¥ wt Se ee x “Ms 3 f 4é ' r 3 a | 4 a area 0 cca i | | Ly... . | o . . ee 2 “ . ON tog arta To COLUMNS N Rew ~ oy S x Bee I yy . .: . . ys ‘ . ee a Raee ee q t s 4 y Vig. 0.9 — Loaded arces for columns of Building 7 f 3 Table 0.2-—COLUMN DEAD LOADS* 4 Esternel d 3 Third story 3 a Secund slurry Firet story D.2 0.2 113 39.8 K5 419 72.4 BUILDING y Refer ‘= the detailed plans of Building 3 tn Figs. 2.42 to 2.44 D.21 : Columas Ths wlrengih croperties of the columns are based on Ue ultimate arengis theory aa pre aerked in reference 3, The basic relations used are given by Fig. D.i0 and Eqs. D.8 to DI) 4 : a ’ oN « COMPAESS som ° soy . af f ne. & ? j | t 4 if ~T > ] 3 a q - ; z to * Faure wd . 43 ce nr 7 Fig D4 Tymeat Pie Me cewe for meinfoged-coacrets column 4 158 3 SECRET — RESTRICTED DATA 4 “e | s i Bom 5 i | ' te ot TE mSiCN tj f i. es -{- ton 2 q | Fes! ; thete) 4 i t ' >. fo culums All valves A hips. saalbtettie dialed iap oss Sac Zach, tat 9 : trteraal colema J 4 , i 4 4 4 7 Berneen me te Re mt eS eee anne - a red TY =eee 4 - Ba ? Re Sam : eee 3 tae eee i YONNTS A EEE ELI ao oe eT <