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ABSTRACT
In the column structure is a supporting structure contained in the building that serves to transmit the load to the foundation, the column occupies an important position in the building structure. Failure in the column results directly in the collapse of other structural components associated with it or is a limit to the total collapse of the entire building structure.
Calculation of Column Structure Analysis in the Wastewater Treatment Installation Building at the Pakpak Bharat Regional General Hospital was analysis with the SAP2000 V14 program which was designed in 3 dimensions. Inputs for loading include dead load and live load. The calculation of the column structure, both flexural reinforcement and shear reinforcement, is carried out conventionally or manually.
Based on the results of the analysis carried out on the column under review, it was found that the flexural reinforcement and shear reinforcement results from the analysis on the column type AA1were different from the results in the field. Columns of type AA1 are bigger than the results in the field, the main reinforcement in the column type AA1 is 15% and the stirrup reinforcement is the same as the field data.
Keywords: Column, Flexural, Shear and SAP2000
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