|
| Characteristic |
USA |
Truline |
Metric |
Truline |
| Units |
800 Series |
Units |
800 Series |
Allowable Moment
|
ft · lbs/ft
|
9067
4,427*
|
kNm/m
|
40.3
19.7*
|
theoretical
apparent |
| Allowable Shear |
lb/ft |
6,313** |
kN/m |
92.1** |
| Section Modulus |
in3/ft
|
34
16.6* |
cm3/m
|
1,828.0
892.5* |
theoretical
apparent |
Moment of Inertia
|
in4/ft
|
136
66* |
cm4/m
|
18,573
9013* |
It(theoretical)
Ia(apparent)
|
| Modulus of Elasticity |
psi |
380,000 |
MPa |
2,620 |
| Tensile Strength |
psi |
6,300 |
MPa |
43.4 |
| Design Strength |
psi |
3,200*** |
MPa |
22.1*** |
| Impact Strength |
in · lbs |
850.2 |
kJ |
0.1 |
| Weight |
lbs/ft |
7.1 |
kg/m |
10.6 |
| Nominal Thickness**** |
in |
0.27 |
mm |
6.7 |
| Section Depth |
in |
8 |
mm |
203.2 |
| Section Width |
in |
12 |
mm |
304.8 |
| Length |
ft |
custom |
m |
custom |
| Standard Packaging |
Piles/Bundle |
10 |
Piles/Bundle |
10 |
| Standard Color |
Grey (colors available- call for details) |
| UV Protection |
Yes |
| Material |
| Outer Layer: UV-resistant virgin PVC compound |
| Inner Layer: Mixture of recycled & virgin PVC material |
| * Based on full scale performance test by Architectural Testing, Inc. Report #70174.01-122-44, not theoretical calculations. |
** All pile sections must be filled with gravel to ensure the web is fully supported and the shear load is transferred from flange to flange by the fill material. Sheer load must be applied by continuous beam or whaler on the face of the wall.
Note: A significantly stronger wall will be created using reinforced steel and concrete fill. |
| t I (theoretical) is moment of inertia as calculated for the shape and adjusted to a per foot basis. |
| a I (apparent) is moment of inertia determined experimentally by a full scale test and measuring the deflection of the wall. This is the value for moment of inertia that would predict the deflections that were measured across a range of known loads. This number is also adjusted to a per foot basis. |
| *** Based on published data by US Army Corps of Engineers Report #ERDC/ CRREL LR-03-19 |
| **** For comparative purposes, the total material wall thickness listed should be doubled due to the Truline double wall design. |
|
|
|
Report No. 70174.01-122-44
|
A performance test on the TRULINE 800 series was conducted by Architectural Testing, Inc., in February 2007. ATI is a premier testing, third party laboratory with a reputation for accuracy and integrity that attracts the world's top manufacturers of building products. Location: 130 Derry Court, York, PA 17402, Ph (717) 764-7700. |
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Fill Material Guide
|
|
Calculate the fill based upon the exposure less space for top cap material.
800 Series:
0.022 cu.yds or 0.030 tons per ft.
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