Structural Analysis Of L-Section With Performance And Strength Of Different Uncertainties Using Simulation With Practical

Abstract

An important problem was identified in the framework of building to resist the whole tectonic loads. And also it identifies the components of structure which gives a potential for certain interruption, capability, transfer the tectonic loading to the array connection in a safe way and finally having adequate strength. The joint of L-section was molded using various rank of concrete and various sizes to reinforce the given connection with various loading. L-section also reduces the height of the one floor to another floor, appropriate connection, economical and technical problems. It also created the latest composite connection which joined the proposed structural system. It was investigated both analytically and experimentally. This paper focuses to consume the appropriate methods to resist earthquake model based on the stiffness, building strength and capacity of elasticity. These methods are used to withstand the building during the heavy earthquake time. The development of L-section was presented the loading process and the capacity or strength of various problems.