02834ntm a2200397 i 4500952013600000952011700136999001700253003000800270005001700278006001900295007000300314008004100317020003200358040002300390090002700413100004200440245011400482264003400596264001200630300005700642336002100699336002100720337002500741337002300766338002300789338003000812347002400842500005300866502009000919504004001009520125201049610006702301650004402368650001102412942001302423  00102lcc40718REFa10000b10000cREFd2020-06-24l0oFKASA .F359 2019 r Bc.pT000000576r2020-10-12 00:00:00t1w2020-06-24yPSM  00102lcc407-28REFa10000b10000d2020-06-24l0oCD12517pT000000577r2020-11-23 00:00:00t1w2020-06-24yPSM  c92331d92337MY-KuUP20251125105538.0t||||fr|||| 000 0 ta200624t20192019my a|||fram|| 000 0 eng d  aTHE0008639(Local)qhardback  aUMPbengcUMPerda  aFKASA .F359 2019 r Bc.0 aNurul Faizah Muhammad Rusli,eauthor.10aCompression test of built-up sigma section cold-formed steel column with holes /cNurul Faizah Muhammad Rusli 1aKuantan, Pahang :bUMP,c2019 4c© 2019  axii, 42 pages :billustrations ;c30 cm. +e1 CD-ROM  atext2rdacontent  atext2rdacontent  aunmediated2rdamedia  acomputer2rdamedia  avolume2rdacarrier  acomputer disc2rdacarrier  atext filebPDF2rda  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019  aIncludes bibliographical references3 aAn experimental investigation was conducted to study the Compression test of built-up sigma section cold-formed steel Column holes and to determine the maximum compression load of sigma section Cold-Formed steel column. A total 8 specimen of steel column with holes and without holes and also thickness 1.2 and 2.0 mm were tested using universal testing machine (UTM). Typical applications include framing for windows, doorways, shear walls, and multi-story cold-formed steel framed buildings in which the lower floor utilizes built-up studs to carry the load. The built-up studs in this study consisted of eight Sigma sections oriented back-to-back forming an I-shaped crosssection. For each specimen, the studs were connected to each other with two self-drilling screws spaced at a set interval. A cold-formed steel track section was connected running perpendicular to each end of the built-up stud with a single self-drilling screw through each of the sigma sections. The purpose of the column section was to keep the ends of the studs together and represents a common end attachment. As a result of the investigation, the maximum compression load was shown and the mode of failure of coldformed steel column with the various position of holes.20aFaculty of Civil Engineering and Earth ResourcesxDisertations 0aUniversities and collegesxDisertations 0aTheses  2lcccPSM