Formed galvanised steel connector designed to provide an effective means of fastening top and bottom wall plates to studs in high wind areas.
Multinail’s Press/Stud Ties:
Step 1
Position the Press/Stud Tie over the wall plate and stud and hold firmly.
Step 2
Hammer the preformed teeth into both sides of the timber wall stud.
The following table gives the recommended Wind Uplift Limit State Design capacities for the Multinail Stud Ties. These capacities are dependent upon the joint group of the timber to which the Multinail Stud Ties are affixed.
Design Capacity (kN) per Stud Tie | |||||
---|---|---|---|---|---|
Unseasoned Timber | Seasoned Timber | ||||
J2 | J3 | J4 | JD3 | JD4 | JD5 |
9.9 | 9.9 | 6.1 | 9.9 | 7.6 | 6.1 |
NOTE: The capacities are derived from AS1720-2010 and are for uplift in houses where failure is unlikely to affect an area greater than 25m2. For primary elements in structures other than houses or elements in a house for which failure would be greater than 25m2 these capacities must be multiplied by 0.94. For primary joints in essential services or post disaster buildings multiply by 0.88.
Manufactured from 28 x 1.0mm Galvanised G300 Z275 Steel
Product Code | Size (L x W x L) | Carton Quantity | Carton Kg. |
---|---|---|---|
TA111 | 105 x 70 x 105 | 120 | 8.0 |
TA113 | 105 x 90 x 105 | 120 | 8.5 |
TA110 | 130 x 70 x 130 | 120 | 9.0 |
TA112 | 130 x 90 x 130 | 100 | 8.5 |
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