| contributor author | David V. Rosowsky | |
| contributor author | Scott D. Schiff | |
| date accessioned | 2017-05-08T21:21:53Z | |
| date available | 2017-05-08T21:21:53Z | |
| date copyright | June 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291076-0431%281999%295%3A2%2837%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48563 | |
| description abstract | The design of mechanical fasteners such as nails and screws used in light-frame construction typically is based on a single assumed loading mechanism or failure limit state, either withdrawal load or lateral load. Observations of failed structures, both in the field and in the laboratory, have confirmed that simple mechanical fasteners in light-frame construction often exhibit combined (lateral and withdrawal) failure modes. In recognizing the potential for combined loads, the 1997 | |
| publisher | American Society of Civil Engineers | |
| title | Combined Loads on Sheathing to Framing Fasteners in Wood Construction | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 2 | |
| journal title | Journal of Architectural Engineering | |
| identifier doi | 10.1061/(ASCE)1076-0431(1999)5:2(37) | |
| tree | Journal of Architectural Engineering:;1999:;Volume ( 005 ):;issue: 002 | |
| contenttype | Fulltext | |
