Table 3. Yield properties according to nail joint types and calculation methods
Type | Displacement (mm) | Lateral load resistance (kN) |
A1) | B2) | C3) | D4) | E5) | A | B | C | D | E |
M(G)S(L) | 1.41 (0.40) | 1.25 (0.42) | 1.24 (0.33) | 1.09 (0.41) | 1.16 (0.31) | 0.68 (0.10) | 0.73 (0.12) | 0.74 (0.11) | 0.61 (0.10) | 0.63 (0.10) |
M(G)S(T) | 1.45 (0.33) | 1.29 (0.34) | 1.27 (0.28) | 1.09 (0.27) | 1.18 (0.23) | 0.69 (0.16) | 0.76 (0.17) | 0.76 (0.14) | 0.62 (0.15) | 0.65 (0.14) |
M(P)S(L) | 1.42 (0.24) | 1.15 (0.20) | 1.16 (0.15) | 1.05 (0.15) | 1.14 (0.16) | 0.75 (0.23) | 0.78 (0.25) | 0.78 (0.22) | 0.67 (0.24) | 0.70 (0.24) |
M(P)S(T) | 1.76 (0.40) | 1.47 (0.45) | 1.42 (0.36) | 1.29 (0.37) | 1.35 (0.34) | 0.73 (0.14) | 0.79 (0.26) | 0.78 (0.21 | 0.65 (0.15) | 0.67 (0.18) |
( ): coefficient of variation (COV).
Data from Karacabeyli and Ceccotti (1998).
Data from European Committee for Standardization (2005).
Data from Yasumura and Kawai (1997).
Data from CSIRO (1996).
Data from American Forest and Paper Association (2015).