Paulus Civil Engineering Journal
Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020

Analisa Perbandingan Lebar Potongan Profil (e) Terhadap Tegangan Lentur Baja Castella Ditinjau Dari Lendutan

Hamsyah (Unknown)



Article Info

Publish Date
02 Aug 2020

Abstract

A Castella Steel Beam that is given a load centered in a horizontal position in the center will experience vertical deformation. This research is to analyze the flexural behavior and the effect of stress with different designs and to know the magnitude of the load acting on castella steel beams. for testing the load on castella steel beams using references from SNI and ASCE 2005. Testing is carried out with a physical model in a laboratory with a design made with the beam test method measuring 200,100.5,5.8 cm by placing the load above the intact cross section in the hope that the stress that occurs can spread throughout the cross section and strength can be higher. The same loading pattern program whose results are then compared with the analytical calculations between solid steel and castella steel. From the results of tests carried out, lateral load capacity will increase along with the increase in stress force, it can be observed the occurrence of different damage and failure mechanisms on the test object.

Copyrights © 2020






Journal Info

Abbrev

pcej

Publisher

Subject

Civil Engineering, Building, Construction & Architecture Transportation

Description

Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil ...