| contributor author | Ever J. Barbero | |
| contributor author | Liliana DeVivo | |
| date accessioned | 2017-05-08T21:30:22Z | |
| date available | 2017-05-08T21:30:22Z | |
| date copyright | November 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291090-0268%281999%293%3A4%28185%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54044 | |
| description abstract | A simple procedure is developed for the selection of pultruded structural shapes to be used as beam-columns in structural design. The design equations are then validated by comparison with experimental data gathered during beam-column testing of wide-flange and I-beam pultruded structural shapes. The design procedure accounts for axial load eccentricity and bending action induced by lateral loads and end-moments. The design equations are set in the context of load and resistance factor design, considering both strength and serviceability. This paper addresses the methodology to determine the resistance factors, which should be used with properly selected load-factors accounting for the variability and uncertainty of the loads. The design equations use section-properties, such as the bending stiffness ( | |
| publisher | American Society of Civil Engineers | |
| title | Beam-Column Design Equations for Wide-Flange Pultruded Structural Shapes | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(1999)3:4(185) | |
| tree | Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004 | |
| contenttype | Fulltext | |