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AST Tank Slab Foundation Requirements

Notes for Cylindrical TanksFoundation Notes for Rectangular TanksSeismic Zone MapRectangularSeismic Zone 4 CylindricalRectangularRectangularSeismic Zone 2bCylindricalRectangularRectangularCylin dricalSeismic Zone 2aCylindricalSeismic Zone 1 Seismic Zone 3 CylindricalAST Tank Slab Foundation RequirementsCylindrical aboveground storage Tank Foundation RequirementsSteel Tank InstituteDesign ConditionsDesigned By: Jimmy Dale Schroeder, , MinnesotaDESIGN PER UBC 1997 Allowable Soil Bearing = 2000 PSFDate:12/6/01 Seismic Zone 1f 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIR evised:1/8/00 Occupancy Category: 4 StandardTank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt SpacingdDia.

Cylindrical Aboveground Storage Tank Foundation Requirements Steel Tank Institute Design Conditions Designed By: Jimmy Dale Schroeder, P.E., MinnesotaDESIGN PER UBC 1997 Allowable Soil Bearing = 2000 PSF Date: 12/6/01 Seismic Zone 1 f 'c = 2000 PSI

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Transcription of AST Tank Slab Foundation Requirements

1 Notes for Cylindrical TanksFoundation Notes for Rectangular TanksSeismic Zone MapRectangularSeismic Zone 4 CylindricalRectangularRectangularSeismic Zone 2bCylindricalRectangularRectangularCylin dricalSeismic Zone 2aCylindricalSeismic Zone 1 Seismic Zone 3 CylindricalAST Tank Slab Foundation RequirementsCylindrical aboveground storage Tank Foundation RequirementsSteel Tank InstituteDesign ConditionsDesigned By: Jimmy Dale Schroeder, , MinnesotaDESIGN PER UBC 1997 Allowable Soil Bearing = 2000 PSFDate:12/6/01 Seismic Zone 1f 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIR evised:1/8/00 Occupancy Category: 4 StandardTank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt SpacingdDia.

2 (Bd)EmbedEdge (gallons)(in)(in)(in)(in)(in)SizeEach Way (in)(in)No.(in)Len. (Bl) (in)(Ed) " Foundation Notes" Go to Seismic Zone MapRectangular aboveground storage Tank Slab Foundation RequirementsDesign ConditionsDESIGN PER 1997 UBCA llowable Soil Bearing = 1000 PSFS eismic Zone 1f 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIO ccupancy Category: 4 StandardDate:Tank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt RequirementsVolumeTlTwThFlFwFdMax. SpacingdDia. (Bd)EmbedEdge Dist.

3 (gallons)(in)(in)(in)(in)(in)(in)SizeEac h Way (in)(in)No.(in)Len. (Bl) (in)(Ed) (in)186 44x44x5544x60x6# 117x36x36117x52x6# 78x50x3678x66x6# 140x51x36140x69x6# 140x72x35140x90x6# 127x72x36127x90x6# 88x72x5088x90x6# 124x88x43124x106x6# 140x86x50140x104x6# 140x72x60146x90x6# 140x88x60146x106x6# 250x72x50256x90x6# 117x102x72129x120x6# 331x72x50337x90x6# 154x102x72166x120x6# 336x72x60348x90x6# 191x102x72203x120x6# 402x72x60414x90x6# 228x102x72240x120x6# 370x102x60382x120x6# 302x102x72314x120x6# 460x102x60472x120x6# 376x102x72394x120x6# 451x102x72469x120x6# 386x102x102413x120x9# 462x102x102495x120x8# 465x137x102501x156x8#

4 " Foundation Notes" Go to Seismic Zone Map* - See Note 13 of the Foundation aboveground storage Tank Foundation RequirementsSteel Tank InstituteDesign ConditionsDesigned By: Jimmy Dale Schroeder, , MinnesotaDESIGN PER UBC 1997 Allowable Soil Bearing = 2000 PSFDate:12/6/01 Seismic Zone 2af 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIR evised:1/8/00 Occupancy Category: 4 StandardTank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt SpacingdDia. (Bd)EmbedEdge (gallons)(in)(in)(in)(in)(in)SizeEach Way (in)(in)No.

5 (in)Len. (Bl) (in)(Ed) " Foundation Notes" Go to Seismic Zone MapRectangular aboveground storage Tank Slab Foundation RequirementsDesign ConditionsDESIGN PER 1997 UBCA llowable Soil Bearing = 1000 PSFS eismic Zone 2Af 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIO ccupancy Category: 4 StandardDate:Tank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt RequirementsVolumeTlTwThFlFwFdMax. SpacingdDia. (Bd)EmbedEdge Dist.(gallons)(in)(in)(in)(in)(in)(in)Si zeEach Way (in)(in)No.(in)Len. (Bl) (in)(Ed) (in)

6 186 44x44x5544x60x6# 117x36x36117x52x6# 78x50x3678x66x6# 140x51x36140x69x6# 140x72x35140x90x6# 127x72x36127x90x6# 88x72x5088x90x6# 124x88x43124x106x6# 140x86x50140x104x6# 140x72x60146x90x6# 140x88x60146x106x6# 250x72x50256x90x6# 117x102x72129x120x6# 331x72x50337x90x6# 154x102x72166x120x8# 336x72x60348x90x6# 191x102x72203x120x6# 402x72x60414x90x6# 228x102x72240x120x6# 370x102x60382x120x6# 302x102x72314x120x6# 460x102x60472x120x6# 376x102x72394x120x8# 451x102x72469x120x8# 386x102x102413x120x9# 462x102x102498x120x9# 465x137x102501x156x9# " Foundation Notes" Go to Seismic Zone Map* - See Note 13 of the Foundation aboveground storage Tank Foundation RequirementsSteel Tank InstituteDesign ConditionsDesigned By: Jimmy Dale Schroeder, , MinnesotaDESIGN PER UBC 1997 Allowable Soil Bearing = 2000 PSFDate:12/6/01 Seismic Zone 2bf 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIR evised:1/8/00 Occupancy Category: 4 StandardTank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt SpacingdDia.

7 (Bd)EmbedEdge (gallons)(in)(in)(in)(in)(in)SizeEach Way (in)(in)No.(in)Len. (Bl) (in)(Ed) " Foundation Notes" Go to Seismic Zone MapRectangular aboveground storage Tank Slab Foundation RequirementsDesign ConditionsDESIGN PER 1997 UBCA llowable Soil Bearing = 1000 PSFS eismic Zone 2Bf 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIO ccupancy Category: 4 StandardDate:Tank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt RequirementsVolumeTlTwThFlFwFdMax. SpacingdDia. (Bd)EmbedEdge Dist.

8 (gallons)(in)(in)(in)(in)(in)(in)SizeEac h Way (in)(in)No.(in)Len. (Bl) (in)(Ed) (in)186 44x44x5544x60x6# 117x36x36117x52x6# 78x50x3678x66x6# 140x51x36140x69x6# 140x72x35140x90x6# 127x72x36127x90x6# 88x72x5088x90x6# 124x88x43124x106x6# 140x86x50140x104x6# 140x72x60146x90x6# 140x88x60146x106x6# 250x72x50256x90x6# 117x102x72129x120x8# 331x72x50337x90x6# 154x102x72166x120x8# 336x72x60348x90x8# 191x102x72206x120x8# 402x72x60414x90x8# 228x102x72240x120x8# 370x102x60382x120x8# 302x102x72314x120x8# 460x102x60475x120x8# 376x102x72394x120x9# 451x102x72469x120x8# 386x102x102416x123x12# 462x102x102501x120x9# 465x137x102504x159x12#

9 " Foundation Notes" Go to Seismic Zone Map* - See Note 13 of the Foundation aboveground storage Tank Foundation RequirementsSteel Tank InstituteDesign ConditionsDesigned By: Jimmy Dale Schroeder, , MinnesotaDESIGN PER UBC 1997 Allowable Soil Bearing = 2000 PSFDate:12/6/01 Seismic Zone 3f 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIR evised:1/8/00 Occupancy Category: 4 StandardTank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt SpacingdDia. (Bd)EmbedEdge (gallons)(in)(in)(in)(in)(in)SizeEach Way (in)(in)No.

10 (in)Len. (Bl) (in)(Ed) " Foundation Notes" Go to Seismic Zone MapRectangular aboveground storage Tank Slab Foundation RequirementsDesign ConditionsDESIGN PER 1997 UBCA llowable Soil Bearing = 1000 PSFS eismic Zone 3f 'c = 2000 PSI110 MPH Wind, Exposure BRebar Fy = 40000 PSIO ccupancy Category: 4 StandardDate:Tank RequirementsConcrete Slab Foundation Minimum RequirementsSecondary Tank DimensionsFoundation DimensionsReinforcing SteelAnchor Bolt RequirementsVolumeTlTwThFlFwFdMax. SpacingdDia. (Bd)EmbedEdge Dist.(gallons)(in)(in)(in)(in)(in)(in)Si zeEach Way (in)(in)No.(in)Len. (Bl) (in)(Ed) (in)

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