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Published by : International Journal of Engineering Research & Technology (IJERT) http://www.ijert.org ISSN: 2278-0181 Vol. 9 Issue 05, May-2020 RESULT ANALYSIS A light weight concrete structure is analyzed on the basis of codal provisions and in STAAD.pro software with different specifications of design details as specified previously. The result analysis is obtained by the software as per the feaded data. TABLE 1 Comparison Of Shear Forces. TABLE 2 Max beam stresses under applied loads for M35 grade concrete with fe415. Results as obtained from tabulated data and graphical representations shows that there is considerable fall down in shearing forces and moments along all coordinate axes under applied structural defined loads like; dead, live and seismic loadings. The loads causes significance vibrations, which make structure to deform or get displaced from connecting joints, or say; the node to node displacements. Data shows that the structural entity assembled is at most on critical side as if not properly investigated for seismic IJERTV9IS050569 www.ijert.org 863 (This work is licensed under a Creative Commons Attribution 4.0 International License.)PDF Image | Review on the use of High Density Polyethylene (HDPE) in Concrete Mixture
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