| 000 | 02265ntm a2200373 i 4500 | ||
|---|---|---|---|
| 999 |
_c92318 _d92324 |
||
| 003 | MY-KuUP | ||
| 005 | 20251125105537.0 | ||
| 006 | t||||fr|||| 000 0 | ||
| 007 | ta | ||
| 008 | 200622t20192019my a|||fram|| 000 0 eng d | ||
| 020 |
_aTHE0008633(Local) _qhardback |
||
| 040 |
_aUMP _beng _cUMP _erda |
||
| 090 | _aFKASA .A936 2019 r Bc. | ||
| 100 | 0 |
_aMuhammad Azammuddin Mohd Norman, _eauthor. |
|
| 245 | 1 | 0 |
_aCompression test of c-section cold-formed steel with an opening / _cMuhammad Azammuddin Mohd Norman |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2019 |
|
| 264 | 4 | _c© 2019 | |
| 300 |
_axiii, 64 pages : _billustrations ; _c30 cm. + _e1 CD-ROM |
||
| 336 |
_atext _2rdacontent |
||
| 336 |
_atext _2rdacontent |
||
| 337 |
_aunmediated _2rdamedia |
||
| 337 |
_acomputer _2rdamedia |
||
| 338 |
_avolume _2rdacarrier |
||
| 338 |
_acomputer disc _2rdacarrier |
||
| 347 |
_atext file _bPDF _2rda |
||
| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aSingle sections are the first choice before built-up sections used to resist load induced in a structure for example roof trusses. An existence of perforation in the structural member can be benefit to mechanical and electrical works, aside from that, theoretically the ultimate strength of the structure will be reduce due to existence of openings. This paper presents a detailed description of an experimental study of the flexural buckling strength in the presence of a perforation of cold-formed steel column. A total of 8 short columns, each length 600 mm, vary in size (203 mm and 103 mm) and thickness (1.3 mm and 2.0 mm). Compression test were done by using Universal Testing Machine and the ultimate strength were observed. The test result of 4 specimens with an opening were compared to the ones without opening. The result is presented in three section which are load vs vertical displacement, load vs horizontal displacement and buckling behaviour. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and colleges _xDisertations |
|
| 650 | 0 | _aTheses | |
| 942 |
_2lcc _cPSM |
||