CPT Concealed Post Base Tie


Select your Model:

SKU: CPT90Z

AUD$220.00per Carton

Description:

The CPT Concealed Post Base provides a clean look to expose the natural beauty of the timber.

Reduce the potential of timber decay at the post end with a 25 mm standoff.

Please check Corrosion Information if it is suitable for your application.

Model Variants:

SKUDescriptionUnitCarton QTYPrice AUD
CONCEALED POST BASE - 90X90 POSTCarton10$220.00
Concealed Post Base 115 X 115 mmCarton10$290.00
CONCEALED POST BASE - 140X140 POSTCarton8$276.00
CONCEALED POST BASE - 200X200 POSTCarton6$372.00
CONCEALED POST BASE - 90X90 POST 316SSCarton10$1,400.00

Model No Table:

Model No.

Post Size (mm)

W x H

Dimensions (mm)

Material
(mm)

Fasteners

Design Capacity (kN)

W

L

Base Thickness

Knife Plate Thickness

Anchor

Dowel

Qty

Dia.
(mm)

Qty

Dia. x L

Uplift
k
1 = 1.14

Download

F1
k
1 = 1.14

F2
k
1 = 1.14

Floor
k
1 = 0.69

Roof
k
1 = 0.77

CPT90Z

90 x 90
100 x 100

89

89

2.7

3.5

2

12

3

1/2" (12.7mm) x 70mm

13.5

47.5

53.0

2.7

3.4

CPT115Z

115 x 115

114

114

13.5

61.1

61.1

2.7

3.8

CPT140Z

140 x 140
152 x 152

137

137

20.4

109

109

2.9

4.6

CPT200Z

190 x 190
203 x 203

184

184

17.5

114

114

3.3

4.8

CPT90SS6

90 x 90
100 x 100

89

89

12.7

47.5

53.0

2.3

3.6

  1. Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the Australian Capacity Factor,  and applicable the k modification factors following AS 1720.1 and (2) the Serviceability Capacity which is the load at 3.2mm joint slip. Design Capacity is the minimum of test data and structural joint calculation.
  2. The Capacity Factor (φ) is 0.85 for nails and screws for structural joints in a Category 1 application. Reduce tabulated values where other Category applications govern. 
  3. Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
  4. Timber species for joint design is seasoned Radiata Pine, which is Australia Joint Group JD4 per AS 1720.1 Table H2.4.
  5. CPTZs are supplied with three 1/2 inch diameter steel dowels. Alternate 12 mm diameter hex or square head machine bolts may be substituted and will achieve table loads.
  6. CPTSS are supplied with three 1/2 inch diameter stainless steel dowels.
  7. Lag or carriage bolts are not permitted.
  8. Structural composite timber columns have sides that either show the wide face or the edges of the timber strands/veneers, known as the narrow face. Values in the table reflect installation into the wide face.
  9. Downloads shall be reduced where limited by the capacity of the timber post.