each group is given the column-sectionfor each two-story length from basement to roof. The finalcomputations will he shown for four stories of columns for -both concentric and eccentric loadings. The method used inthese computations is cut and try and those here shown arethe final trials. Column… … -<a. 185.530.13285.844 71.50 - 36 -TAE> L.E.P COLUMN] SCHEDULE Stories Cols. KJo.4,56,7 (Tob. VJo.1,2,3,6,8,5*, 10. Co|3. Vvlo. ZZ, Z7, Z8,13,14, Iff, 7,18,ls>,zo. Cojs. No.Z4, Z6. (i i iO+ory heup 4£-3y3x§Arrd. 8.44a 4UMx3*i^Vfcsy pis. 4£.4y3xf 4l?-4xi?x§Area. 5>.Z>2.u* izft \Zfh H…
Building, Iron and steel · Office buildings · Theses
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