This window lists the maximum design ratios of all designed nodes. The design ratios for the internal forces of the governing load cases and combinations are sorted by design type.
This column displays the number of the node with the highest design ratio for the design type indicated in column E.
In this column, you can find the numbers of the load cases or load combinations whose internal forces result in the maximum design ratios.
Columns C and D show the design conditions according to EN 1993-1-8 [1], EN 1995-1-1 [2], or ANSI/AWC NDS 2018 [5].
The length of the colored bars represents the respective design ratio graphically.
This column names the individual designs according to [1], [2], or [5]. The design numbers according to the Eurocode are explained in Table 12.1 for the RF-/JOINTS Timber - Steel to Timber module.
| Number | Design | Section in standard |
|---|---|---|
|
Steel plate for bending, shear and axial force |
[14] 6.2.10 |
|
|
Hole bearing |
[1] Table 3.4 |
|
|
Steel plate for bending and shear without axial force |
[14] 6.2.8 |
|
|
Load-carrying capacity per dowel |
[2] 8.2.3 and 8.6 |
|
|
Block shear failure |
[2] Annex A |
|
|
Effective number of fasteners (nef) |
[2] 8.1.2; 8.5.1.1(4) |
|
|
Dowel group |
[2] 8.1.4 |
|
|
Dowel group due to moment |
[2] 8.1.4 |
|
|
Tensile stress |
[2] 6.1.2 |
|
|
Shear stress |
[2] 6.1.7 |
|
|
Bending stress |
[2] 6.1.6 |
|
|
Tensile and bending stress |
[2] 6.2.3 |
|
|
Shear stress due to eccentricity (see figure on the left) |
[2] 6.1.7 |
|
|
Reinforcement with screws |
[2] 8.7.2(4/5) |
|
|
Reinforcement with screws |
[2] 8.7.2(7) |
|
|
Minimum spacings |
[2] 8.6, Table 8.5 |
|
|
Check of contact |
|
In this window section, you can find detailed information about the design parameters of the entry selected above.