| contributor author | Joseph A. Yura | |
| date accessioned | 2017-05-08T20:51:56Z | |
| date available | 2017-05-08T20:51:56Z | |
| date copyright | March 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A3%28636%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29757 | |
| description abstract | Shelf angles, supporting masonry on a structural frame, deflect due to the weight of the masonry and may also deflect due to differential movement between the masonry and the frame in the absence of an adequate expansion joint between the shelf angle and the masonry. Those deflections induce bending moments and compressive stresses in the masonry, which may be destructive. A method is provided for estimating the magnitude and direction of those moments and forces. The method has been used in masonry failure investigations. | |
| publisher | American Society of Civil Engineers | |
| title | Differential Movement Effects in Steel Shelf Angles | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:3(636) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003 | |
| contenttype | Fulltext | |
