| contributor author | Robert E. Kimble | |
| contributor author | Donald A. Bender | |
| date accessioned | 2017-05-08T21:58:16Z | |
| date available | 2017-05-08T21:58:16Z | |
| date copyright | November 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29sc%2E1943-5576%2E0000104.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67750 | |
| description abstract | Built-up beams and columns comprised of dimension lumber fastened with nails, bolts or lag screws, are common in construction. Current design practice for stability checks is to use the lower-tail modulus of elasticity | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Built-Up Timber Beams and Columns: Accounting for Modulus of Elasticity Variability | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 4 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)SC.1943-5576.0000057 | |
| tree | Practice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 004 | |
| contenttype | Fulltext | |
