| contributor author | Hari Narayana, Chandragiri | |
| contributor author | Naik, Anusha | |
| contributor author | Naik, Bishal | |
| contributor author | Madhavan, Mahendrakumar Mathialagu | |
| date accessioned | 2026-08-20T12:20:31Z | |
| date available | 2026-08-20T12:20:31Z | |
| date copyright | 2025/10/25 | |
| date issued | 2026 | |
| identifier other | JSENDH.STENG-14720.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313380 | |
| description abstract | AbstractThis research examines the pull-through failure behavior of cold-formed steel (CFS)
C-shaped purlin-to-rafter connections using a cleat angle. A total of 72 tests were
performed to evaluate the influence of cross-sectional parameters, including ...The left section shows C-shaped purlins connected to rafters via cleat angles, supporting
the roof sheeting subjected to wind uplift forces indicated by upward arrows. The
right section presents a test setup simulating wind uplift with a vertical loading
...Practical ApplicationsUsing a cleat angle to connect the purlin to the rafter provides significant advantages
over direct screw connections of the purlin to the rafter. The advantages include
lesser impact of the connection failure at high speed winds ... | |
| publisher | American Society of Civil Engineers | |
| title | Cleat Angle Behavior in C-Shaped Purlin-to-Rafter Connections: Experimental Study and Design Considerations | |
| type | Journal Article | |
| journal volume | 152 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/JSENDH.STENG-14720 | |
| journal fristpage | 04025227-1 | |
| journal lastpage | 04025227-19 | |
| page | 19 | |
| tree | Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 001 | |
| contenttype | Fulltext | |
