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CHAPTER 5 COLUMN - SKYSCRAPERS

R r CHAPTER 5 COLUMN INTRODUCTION columns are structural elements used primarily to support compressive loads. All practical columns are members subjected not only to axial load but also to bending moments, about one or both axes of the cross section. The bending action may produce tensile forces over a part of the cross sections, even in such cases; columns are generally refereed to as compression members. TYPES OF COLUMN According to the Ratio of Height to Least Lateral Dimension: (ACI Code and ACI Code ) Short COLUMN (Figure ): When 1.

bars, however, for compression only, lap splices are permitted for No14, or No. 18 bar to No. 11 bars or smaller bars. For Bundled Bar (ACI Code 12.4.1): For bars in 3 bar bundles ls is increased by 20%. For bars in 4 bar bundles ls is increased by 33%.

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