ANALISA DESAIN KONSTRUKSI STATIS TERTENTU DENGAN METODE MEKANIKA TEKNIK KLASIK

Abstract

The widespread use of computerization in completing construction designs requires human resources who are reliable and accurate in carrying out computerization in the field of civil engineering. Classical engineering mechanics methods are a relatively simple and effective way to teach the basics of engineering mechanics and train the technical intuition and judgment necessary to evaluate the results of advanced computer programs. The aim of this research is to determine the magnitude of reaction forces and forces, as well as the magnitude of reaction results and force differences, in a particular static frame structure using Classical Mechanics methods and programming (SAP 2000). This research design compares the classical mechanics approach using the nodal method with the classical mechanics approach using the SAP 2000 program for certain static frame structures, including roof frames and bridge frames. This survey data was carried out using frequency analysis and t test analysis. Using manual methods with the program (SAP) 2000 to complete a particular structure using roof and bridge models produces a difference in the magnitude of the force on the members of. This difference is caused by differences in accuracy, the roof and bridge model frame structures produce member force magnitudes with the same variance in static conditions and there is no difference between the average magnitude of the force produced