The value in the table above can be used if the panel can't rotate.

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA.

The value in the table above can be used if the panel can't rotate.

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA.

The value in the table above can be used if the panel can't rotate.

Nailing pattern 4 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA.

The value in the table above can be used if the panel can't rotate.

Nailing pattern 5 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

The value in the table above can be used if the panel can't rotate.

Nailing pattern 6 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

The value in the table above can be used if the panel can't rotate.

The anchors must be checked seperatly using tension value of 1.1*F1, 1*F2 and 1.1*F5

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA
• The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are Set-XP, AT-HP, depending on the concrete type, spacing and edge distances.

The value in the table above can be used if the panel can't rotate.

The anchors must be checked seperatly using tension value of 1.1*F1, 1*F2 and 1.1*F5

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA 
• The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F1 load by a factor 1.1, F2 load by a factor of 1 and F5 by a factor of 2.2.

Nailing pattern 4 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA
• The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F₂ load by a factor of 1.

Nailing pattern 7 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F₁ load by a factor 1.1, F₂ load by a factor of 1 and F5 by a factor of 2.2.

Nailing pattern 8 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

• The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
• For other load duration and service class, please refer to the ETA
• The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F₁ load by a factor 1.1 and F₂ load by a factor of 1.

Nailing pattern 9 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.