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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces defined in Table calculated by the ENDUROCADD® software or as defined in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual.
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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces by the ENDUROCADD® software or as defined in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Design Building System Design Manual.
Stud Thickness (mm) | Plate thickness (mm) | 90mm sections | 75mm sections1 | 70mm sections1 | |||
|---|---|---|---|---|---|---|---|
| Uplift capacity with 40x40x5mm2 washer | Uplift capacity with 24mm dia. bolt head or washer | Uplift capacity with 40x40x5mm2 washer | Uplift capacity with 24mm dia. bolt head or washer | Uplift capacity with 40x40x5mm2 washer | Uplift capacity with 24mm dia. bolt head or washer | ||
| 0.75 | 0.75 | 15.0kN | 6.0kN | 9.09kN | 4.0kN | 7.9kN | 3.5kN |
| 1.0 | 1.0 | 21.0kN | 15kN | 18.49kN | 11.25kN | 17kN | 10.3kN |
| 1.2 | 1.2 | 30.0kN | 19kN | N/A | NA | NA | NA |
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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces by the ENDUROCADD® software or as defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual.
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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces by the ENDUROCADD® software or as defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual.
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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces by the ENDUROCADD® software or as defined in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual.
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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces by the ENDUROCADD® software or as defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual.
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For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces by the ENDUROCADD® software or as defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design ManualManuall.
Tie-down into suspended frame floor systems
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Hold down connection - Option 4
Transfer of Racking Loads to Internal Non-Load Bearing Bracing Walls
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The slotted internal wall brackets shall be installed at a maximum of1200mm centers along the non-load bearing wall.
Transfer of Racking Loads to Internal Bracing Walls - Internal Wall Perpendicular to Trusses
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There are two different brackets options that may be used for this application: a slotted internal wall wall bracket, or an internal wall bracket. Either option may be used and should be installed at a maximum of 1200mm centers.
Example 1 - Slotted Bracket on Wall Running Parallel to trusses
A slotted internal wall bracket shall be fixed to the top plate with 4 x 10-16x16 hex head fasteners and to the truss bottom chord or trimmer with 2 x 10-16x16 hex head fasteners.
| Warning |
|---|
It is important that the slots in the bracket allow movement between the truss and wall frame, and the fasteners are not overtightened. The truss should be able to move on the bracket in the event there is settlement. In the event that internal non-load bearing walls run parallel with roof trusses, and trimmer section shall be installed to act as a fixing point for the slotted bracket. |
Example 2 - Internal Wall Bracket Perpendicular to Trusses
Example 3 - Internal Wall Bracket Parallel with Trusses
The internal wall brackets shall be installed at a maximum of 1200mm centers along the non-load bearing wallcan be attached to ceiling battens.
Connecting Non-Load Bearing to Load Bearing Walls
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