FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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Volume II DETERMINING SITE-SPECIFIC LOADS 8 Worksheet 1. Flood Load Computation Non-Tsunami Coastal A Zones (Solid Foundation) (concluded) Equation 8.3 Lateral Hydrostatic Load (Flood load on one side only) Equation 8.4 Vertical (Buoyancy) Hydrostatic Load Equation 8.6 Breaking Wave Load on Vertical Walls COASTAL CONSTRUCTION MANUAL (if dry behind wall) = or (if stillwater elevation is the same on both sides of wall) = Equation 8.7 Wave Slam Equation 8.8 Hydrodynamic Load Equation 8.9 Debris Load Equation 8.10 Localized Scour Around Single Vertical Pile S max = 2a= Equation 8.11 Total Localized Scour Around Vertical Piles S TOT = 6a + 2 ft (if grade beam and/or slab-on-grade present) = S TOT = 6a (if no grade beam or slab-on-grade present) = Equation 8.12 Total Scour Depth Around Vertical Walls and Enclosures S MAX = 0.15L = 8-45
8 DETERMINING SITE-SPECIFIC LOADS Volume II Worksheet 2. Flood Load Computation Non-Tsunamic Zone V and Coastal A Zone (Open Foundation) Flood Load Computation Worksheet: Non-Tsunami Zones V and Coastal A Zone (Open Foundation) OWNER’S NAME: ______________________________ PREPARED BY: ______________________ ADDRESS: ___________________________________ DATE: _____________________________ PROPERTY LOCATION: ______________________________________________________________ Constants Variables w = specific weight of water = 62.4 lb/ft3 for fresh water and 64.0 lb/ft 3 for saltwater = mass density of fluid = 1.94 slugs/ft 3 for fresh water and 1.99 slugs/ft 3 for saltwater g = gravitational constant = 32.2 ft/sec 2 d s = design stillwater flood depth (ft) = V = velocity (fps) = C db = breaking wave drag coefficient = a, D = pile diameter (ft) = H b = breaking wave height (ft) = C p = dynamic pressure coefficient = C s = slam coefficient = C d = drag coefficient for piles = w = width of element hit by water (ft) = h = vertical distance (ft) wave crest extends above bottom of member = W = debris object weight (lb) = C D = depth coefficient = C B = blockage coefficient = C Str = building structure coefficient = L = horizontal length alongside building exposed to waves (ft) = Summary of Loads F brkp = F s = F dyn = F i = S max = S TOT = Equation 8.5 Breaking Wave Load on Vertical Piles 8-46 COASTAL CONSTRUCTION MANUAL
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Coastal Construction Manual Princip
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All illustrations in this document
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PREFACE Volume II Chapter 8 - Site-
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1 CHAPTER TITLE Contents COASTAL CO
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Volume II CONTENTS Chapter 9. Desig
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Volume II CONTENTS Chapter 11. Desi
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Volume II CONTENTS 12.5 Water and W
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Volume II CONTENTS 15.4.1 Evaluatin
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Volume II CONTENTS Figure 9-10. Roo
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Volume II CONTENTS Figure 11-3. Hou
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Volume II CONTENTS Figure 11-47. Da
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Volume II CONTENTS Chapter 15 Figur
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Volume II CONTENTS Table 10-9. Adva
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Volume II CONTENTS Example 8.4. Flo
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1 CHAPTER TITLE COASTAL CONSTRUCTIO
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Volume II PRE-DESIGN CONSIDERATIONS
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12 INSTALLING MECHANICAL EQUIPMENT
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13 CONSTRUCTING THE BUILDING Volume
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14 MAINTAINING THE BUILDING Volume
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Volume II RETROFITTING BUILDINGS FO
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1 CHAPTER TITLE Acronyms COASTAL CO
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Volume II ACRONYMS H HMA Hazard Mit
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Volume II ACRONYMS T TMS The Masonr
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GLOSSARY Volume II Basement - Under
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GLOSSARY Volume II Conditions Great
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GLOSSARY Volume II F Federal Emerge
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GLOSSARY Volume II G Gabion - Rock-
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GLOSSARY Volume II Location - The l
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GLOSSARY Volume II O Open foundatio
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GLOSSARY Volume II Risk tolerance -
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GLOSSARY Volume II safe living cond
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GLOSSARY Volume II Z Zone A - Under
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INDEX Volume II Building envelope,
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INDEX Volume II stillwater flood de
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INDEX Volume II Floodborne debris d
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INDEX Volume II I IBHS (see Insuran
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INDEX Volume II date of constructio
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INDEX Volume II Seawall, 7-7, 7-17,
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INDEX Volume II velocity pressure,
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FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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