@article{Mohd Syahrul Hisyam Mohd Sani_Fadhluhartini Muftah_Muhammad Isha Ismail_2018, title={TESTING AND ANALYSIS OF COLD-FORMED STEEL CHANNEL SECTION WITH NOTCH}, volume={14}, url={https://geomatejournal.com/geomate/article/view/1569}, abstractNote={<p>Cold-formed steel (CFS) channel section is a construction material that often been used in the<br>building and still in the research for utilizing in structural element. The advantages of the CFS channel<br>section such as lightweight, anti-corrosion and etc are becoming so interesting in selecting it as a roof purlin,<br>roof truss system and storage rack. For having the structural element with the strong, safe and stable<br>condition, the study of the CFS with the notch is carried out to determine the behavior. The parametric study<br>is taking place to determine the suitability of notch pattern whether the notch depth and spacing are affecting<br>the ultimate load of the CFS channel section column and beam. The study of the CFS channel section is<br>divided into two parts, the first part is to examine the ultimate load of the column in varies of notch depth and<br>the second part is to determine the ultimate load of the beam in varies of notch spacing. By referring the<br>study of the notch depth on CFS channel column section, the result of the ultimate load is obtained to have<br>the reduction about 19-80% of the variation of notch depth when compared with the normal section.<br>Although, the CFS channel beam section with variation notch depth is influenced by approximately 4-14%<br>when compared with CFS channel normal beam section.</p>}, number={43}, journal={GEOMATE Journal}, author={Mohd Syahrul Hisyam Mohd Sani and Fadhluhartini Muftah and Muhammad Isha Ismail}, year={2018}, month={Mar.}, pages={42–49} }