| contributor author | Russell D. Call | |
| contributor author | Reidar Bjorhovde | |
| date accessioned | 2017-05-08T20:53:34Z | |
| date available | 2017-05-08T20:53:34Z | |
| date copyright | November 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A11%283090%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30738 | |
| description abstract | Due to some recent failures, the use of large‐diameter bolts in timber connections appears to be questionable. The design procedure used today is mostly based on research that was performed in 1932. This paper presents the results of a study that was conducted to examine current design practices for bolts of 1 and 1.5 in. (25 and 38 mm) diameter in the low | |
| publisher | American Society of Civil Engineers | |
| title | Wood Connections with Heavy Bolts and Steel Plates | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:11(3090) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011 | |
| contenttype | Fulltext | |
