Loading...
Please wait, while we are loading the content...
Similar Documents
Savings in weight by using CHS or SHS instead of angles in compressed struts and trusses
| Content Provider | Scilit |
|---|---|
| Author | Farkas, J. Jármai, K. |
| Copyright Year | 2021 |
| Description | The relationship between the cross-sectional area (A) and the radius of gyration (r) is determined for CHS, SHS and double-angle sections. The required A is calculated in function of compressive force N. The A - N diagram shows the weight savings achievable by using CHS or SHS instead of double-angle sections. An illustrative numerical example of a roof truss shows the significant differences among the volumes of trusses constructed from CHS, SHS and double-angle sections. The optimal slope of the upper chord giving the minimum volume of truss depends on the type of cross-section of compressed struts. Book Name: Tubular Structures VI |
| Related Links | https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9780203735015-61&type=chapterpdf |
| Ending Page | 422 |
| Page Count | 6 |
| Starting Page | 417 |
| DOI | 10.1201/9780203735015-61 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2021-10-06 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Tubular Structures Vi Trusses Using Chs Compressed Struts Savings Optimal Function Double |
| Content Type | Text |
| Resource Type | Chapter |
