Nur Alif, Ismail (2014) The effect of wind load on roof truss system. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
|
PDF
NUR ALIF BIN ISMAIL.PDF Download (934kB) | Preview |
Abstract
Nowadays there are lots of constructions that will be constructed in Malaysia. One of the considerations in design is wind load. From the past record, one of the top ten natural disasters occurred in Malaysia is wind storm. However the understanding of wind behavior to roof truss system is not well defined. Numbers of failure cases has been reported in mass media. Wind storm has caused many failures to structure especially to roof truss system. The previous study shows that the maximum load that can be support by each joint is 6.80kN. Finite Element Software was used in this study to analyze and identify the load distribution of the truss system. Two type of typical truss were used in this study. From the result, type 1 wills possibility fails at 30.34 m/s while type 2 able to resist maximum wind speed recommended in MS 1553:2002. Therefore it can be conclude that the arrangement of truss system will be affected to generate damage. Further study needed to be conducted in future.
| Item Type: | Undergraduates Project Papers |
|---|---|
| Additional Information: | Faculty of Civil Engineering and Earth Resources Project paper (Bachelor of Engineering (Civil Engineering)) -- Universiti Malaysia Pahang – 2014 |
| Uncontrolled Keywords: | Wind power |
| Subjects: | T Technology > TJ Mechanical engineering and machinery |
| Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
| Depositing User: | Mr. Syed Mohd Faiz Syed Abdul Aziz |
| Date Deposited: | 18 Nov 2015 07:58 |
| Last Modified: | 02 Aug 2021 04:27 |
| URI: | http://umpir.ump.edu.my/id/eprint/11257 |
| Download Statistic: | View Download Statistics |
Actions (login required)
 |
View Item |