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| Dimensions | Standard | |||||||
| Element | A | B | C | D | E | Standard Element |
Double Element |
Element Weight |
| 8.5" X 15" X 90" | 8.5" | 15" | 90" | 5" | 1.75" | 15" | 30" | 112 lbs |
| 10" X 15" X 90" | 10" | 6" | 2" | 120 lbs | ||||
| 12" X 15" X 90" | 12" | 6" | 3" | 150 lbs | ||||
| Manufacturing Tolerances | ||||||||
| Element | A | B | C | D | E | Standard Element |
Double Element |
Weight |
| 8.5" X 15" X 90" | ±1/8" | ± 3/32" | ± 1/2" | ± 3/4" | ± 3/8" | ± 3/32" | ± 3/32" | ± 10% |
| 10" X 15" X 90" | ± 1/2" | ± 1/2", ±3/8" | ||||||
| 12" X 15" X 90" | ± 1/2" | |||||||
| Manufacturing Tolerances | |
| Standard Element = 9.375 Sq. Ft. of wall surface | |
| Double Element = 18.75 Sq. Ft. of wall surface | |
| Eterna Element | Concrete Consumption |
| 8.5" | 0.26 Cubic Ft. per Sq. Ft. of Wall Surface |
| 10" or 12" | 0.30 Cubic Ft. per Sq. Ft. of Wall Surface |
| Concrete Formula | |
| Multiply Sq. Ft. of Wall Surface by 0.30 Cubic Ft. and Divide by 27 = Yard of Concrete Required | |
| Rebar Consumption | |
| 15" Centers | 1.17 Linear Ft. per Sq. Ft of Wall Surface |
| 30" Centers | 0.85 Linear Ft. per Sq. Ft of Wall Surface |
| Approximate Weight of a Grouted Wall without Finished Surface | |
| 8.5" | 51 Lbs. per Sq. Ft |
| 10" | 57 Lbs per Sq. Ft |
| 12" | 60 Lbs per Sq. Ft |
