Research Article
Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panels
Table 5
Experimental and analytical shear capacities for the fastener in the uplift tests (loading parallel to grain).
| | Number of Screws | | Shear capacity per fastener [kN] | Uplift test
(Table 1) | Mode
(3) | Mode
(4) | Mode
(7) | Mode
(10) | Mode
(33) | Mode
(13) | Mode
(16) | Mode
(22) |
| | Parallel to grain | | 1 | 7.42 | 12.84 | 12.87 | | 6.76 | 6.33 | | 8.85 | 6.76 | | 2 | 6.84 | — | — | — | — | — | — | — | — | | 4 | 6.28 | — | — | — | — | — | — | — | — |
| Perpendicular
to grain | | 1 | 5.09 | 10.42 | 12.87 | | 5.37 | | | 7.51 | 5.41 |
|
|
Failure mode not applicable (variable out of range).
|
