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Record Nr. |
UNINA9910460197103321 |
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Titolo |
Flood resistant design and construction / / American Society of Civil Engineers |
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Pubbl/distr/stampa |
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Reston, Virginia : , : American Society of Civil Engineers, , [2015] |
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©2015 |
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ISBN |
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Descrizione fisica |
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1 online resource (92 p.) |
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Collana |
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Disciplina |
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Soggetti |
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Structural design - Standards |
Flood damage prevention - United States |
Building, Stormproof - United States |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Nota di bibliografia |
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Includes bibliographical references and index. |
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Nota di contenuto |
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""Cover""; ""CONTENTS""; ""ASCE STANDARDS""; ""PREFACE""; ""ACKNOWLEDGMENTS""; ""UNIT CONVERSIONS""; ""1.0 GENERAL""; ""1.1 Scope""; ""1.2 Definitions""; ""1.3 Identification of flood hazard areas""; ""1.4 Identification of flood-prone structures""; ""1.4.1 General""; ""1.4.2 Consideration for flood protective works""; ""1.4.3 Assignment of Flood Design Class to buildings and structures""; ""1.5 Basic design and construction requirements""; ""1.5.1 General""; ""1.5.2 Elevation requirements""; ""1.5.3 Foundation requirements""; ""1.5.4 Use of fill""; ""1.5.5 Anchorage and connections"" |
""1.6 Loads in flood hazard areas""""1.6.1 General""; ""1.6.2 Combination of loads""; ""2.0 BASIC REQUIREMENTS FOR FLOOD HAZARD AREAS THAT ARE NOT IDENTIFIED AS COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES""; ""2.1 Scope""; ""2.2 Development in floodways""; ""2.3 Elevation requirements""; ""2.4 Use of fill""; ""2.4.1 Structural fill""; ""2.5 Slabs-on-grade and footings""; ""2.5.1 Use of slabs-on-grade""; ""2.5.2 Footing design""; ""2.6 Foundation walls""; ""2.7 Enclosures below the design flood elevation""; ""2.7.1 Required openings in foundation walls and walls of enclosures"" |
""2.7.2 Design of openings""""2.7.3 Installation of openings""; ""3.0 |
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HIGH RISK FLOOD HAZARD AREAS""; ""3.1 Scope""; ""3.2 Alluvial fan areas""; ""3.2.1 Protective works in active alluvial fan areas""; ""3.3 Flash flood areas""; ""3.3.1 Protective works in flash flood areas""; ""3.4 Mudslide areas""; ""3.4.1 Protective works in mudslide areas""; ""3.5 Erosion-prone areas""; ""3.5.1 Protective works in erosion-prone areas""; ""3.6 High velocity flow areas""; ""3.6.1 Protective works in high velocity flow areas""; ""3.7 Areas subject to wave action"" |
""3.7.1 Coastal High Hazard Areas and Coastal A Zones""""3.7.2 Other high velocity wave action areas""; ""3.8 Ice jam and debris areas""; ""3.8.1 Protective works in ice jam and debris areas""; ""4.0 COASTAL HIGH HAZARD AREAS AND COASTAL A ZONES""; ""4.1 Scope""; ""4.1.1 Identification of Coastal High Hazard Areas and Coastal A Zones""; ""4.2 General""; ""4.3 Siting""; ""4.4 Elevation requirements""; ""4.5 Foundation requirements""; ""4.5.1 General""; ""4.5.2 Special geotechnical considerations""; ""4.5.3 Foundation depth""; ""4.5.4 Use of fill""; ""4.5.5 Deep foundations"" |
""4.5.6 Pile design""""4.5.7 Posts, piers, and columns""; ""4.5.8 Footings, mats, rafts, and concrete slabs that support columns or walls""; ""4.5.9 Pile caps""; ""4.5.10 Grade beams""; ""4.5.11 Bracing""; ""4.5.12 Shear walls""; ""4.5.13 Stem walls""; ""4.6 Enclosed areas below design flood elevation""; ""4.6.1 Breakaway walls""; ""4.6.2 Openings in breakaway walls""; ""4.7 Erosion control structures""; ""5.0 MATERIALS""; ""5.1 General""; ""5.2 Specificmaterials requirements for flood hazard areas""; ""5.2.1 Metal connectors and fasteners""; ""5.2.2 Structural steel""; ""5.2.3 Concrete"" |
""5.2.4 Masonry"" |
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