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 |
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Failure mode not applicable (variable out of range).
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