| contributor author | Frank Lam | |
| contributor author | Bruce A. Craig | |
| date accessioned | 2017-05-08T21:17:12Z | |
| date available | 2017-05-08T21:17:12Z | |
| date copyright | August 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290899-1561%282000%2912%3A3%28196%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45644 | |
| description abstract | A study has been conducted to evaluate the shear strength of 44 × 184 mm and 44 × 305 mm laminated veneer lumber and parallel strand lumber using ASTM shear block tests, center-point bending tests, and five-point bending tests. In the center-point bending tests of specimens with joist orientation, the specimens have been remanufactured into “I” shapes to promote longitudinal shear failures rather than bending failures. The ratio between the average apparent shear strength from the five-point and center-point loading tests ranges from 1.34 to 1.53. Similarly, the ratio between the average apparent shear strength from the five-point loading tests and the ASTM block shear tests ranges from 1.03 to 1.39. | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strength in Structural Composite Lumber | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 3 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2000)12:3(196) | |
| tree | Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 003 | |
| contenttype | Fulltext | |
