|
| Characteristic |
USA |
Truline |
Metric |
Truline |
| Units |
1200 Series |
Units |
1200 Series |
| Allowable Moment |
ft · lbs/ft
|
18,882
11,211* |
kNm/m
|
84.04
49.9* |
theoretical
apparent |
| Allowable Shear |
lb/ft |
17,689** |
kN/m |
258.2** |
| Section Modulus |
in3/ft
|
70.8
42.0* |
cm3/m
|
3,806.7
2,258.2* |
theoretical
apparent |
Moment of Inertia
|
in4/ft
|
416
247* |
cm4/m
|
56,811
33,732*
|
It(theoretical)
Ia(apparent)
|
| Moment of Inertia |
in4/ft |
247 |
cm4/m |
33,732 |
| 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 |
2,560 |
kJ |
0.3 |
| Weight |
lbs/ft |
15.2 |
kg/m |
22.6 |
| Nominal Thickness**** |
in |
0.375 |
mm |
9.5 |
| Section Depth |
in |
11.75 |
mm |
298.5 |
| Section Width |
in |
18 |
mm |
457.2 |
| Length |
ft |
custom |
m |
custom |
| Standard Packaging |
Piles/Bundle |
8 |
Piles/Bundle |
8 |
| 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 #60103.01-122-44, 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. 60103.01-122-44
|
A performance test on the TRULINE 1200 series was conducted by Architectural Testing, Inc., in November 2005. 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.
1200 Series:
0.049 cu.yds or 0.066 tons per ft. |
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