![]() ![]() In the SAP2000 output analysis results after the beam dimensions are enlarged there are no over strange frames and meet the strength of the structure. The results of the calculation of beam structures and concrete columns in the final project calculations using SNI 2847: 2013 regulations and analysis using SAP2000 code ACI318-14 software obtained the results: a) In plimelinary beam designs with sizes B1 30/40 cm and B2 40/55 cm are not able hold the load on the structure (over strange), then the beam dimensions are enlarged to B1 30/60 cm and B2 40 / 60cm. So we need a combination of standardization used with technological developments that are realized in a computer program to simplify and speed up calculations. Building construction planning in Indonesia uses SNI 2847: 2013 regulatory guidelines especially in building planning.
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