APPENDIX D p STRUCTURAL PROPERTIES fr 3 a D.1 BUILDING 2 , —_— Refer to the detailed plans of Building 2 in Figs. 2.39 te 2.41. D.1.2 . ; Coiumns The strength properties of the rolled column sections are bazea on the relations of reference 3. Figure D.! shows a typical P vs M curve for WF shape, where 3 Pp = fay A (D.1) } p, = fa ae ete oe) (D.2) ; tty*\2 (4 - u)) + btg(Sa? = Baty + At| 4 4 1 a . car ° Mp = Mr* Mp (0.4) My= 14,8 (D.3) Mp = ig,Z (D.6) P a 3 (D.3) ‘ a and where { dy 16 the dynamic yiela strves, 4 4 i fre 4 % ; 4 3 \ 4 181 j ‘ SECRET — RESTRICTED DATA - ve "eer emerATAUNMSDODHE TG SETEF EF ELE IIE Salen Ecce shed: pit uaa stashed ainabcaakd pachbasal isis A ft Fig. D.1-— Typical P va M curve for WF shape. f i. * 4 ' ty %, rc q r