Accessories PNEG-318 Owner's manual

160 PNEG-318 Concrete Foundation Recommendations for GSI Grain Bins
20. Foundation Recommendations BFT/GHT Series
Figure 20A 6' 1-8 Ring Square Pad
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
1-5 11" 2.2 Cu. Yards 60 Sq. Ft. 4
6 13" 2.6 Cu. Yards 60 Sq. Ft. 4
7 15" 3.0 Cu. Yards 60 Sq. Ft. 4
8 18" 3.6 Cu. Yards 60 Sq. Ft. 4
# of
Rings
Slab
Thickness (D)
Concrete
Volume
Wire Mesh
Area
# of Column
Legs
1-5 279 mm 1.68 Cu. Meters 5.57 Sq. Meters 4
6 330 mm 1.99 Cu. Meters 5.57 Sq. Meters 4
7 381 mm 2.29 Cu. Meters 5.57 Sq. Meters 4
8 457 mm 2.75 Cu. Meters 5.57 Sq. Meters 4
GENERAL NOTES: 1. Foundation recommendations are based on 3500 lbs./ft.^2 allowable
soil bearing capacity.
2. Foundation recommendations are based on a minimum compressive
strength of 3000 PSI at 28 days.
3. The foundation site must be free of vegetation and debris and
well drained.
4. The foundation should be level within 1/4" overall and within
± 1/8" in any 10 ft. length along the anchor bolt circle.
5. Material estimates do not include allowance for shrinkage and waste. 6. These layouts are recommendations for GSI tanks only. Consult GSI
engineering for special tank foundations.
All instructions shall be construed as recommendations only. Because the actual installation may vary according to local conditions. The GSI Group assumes no liability for results arising from the use of such recommendations.