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Contents - Cont'd - ufc_4_152_010008

Tables - ufc_4_152_010010

Design: Piers and Wharves - index
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UFC 4-152-01

28 July 2005

7-7.2

Live Load. .................................................................................................... 149

7-7.3

Construction................................................................................................ 149

7-7.4

Handrails...................................................................................................... 149

7-8

RAMPS. ........................................................................................................... 149

7-9

ACCESS LADDERS AND LIFE RINGS. ......................................................... 150

APPENDIX A REFERENCES .................................................................................... 152

GOVERNMENT PUBLICATIONS ............................................................................... 152

NON-GOVERNMENT PUBLICATIONS...................................................................... 155

AUTHORED PUBLICATIONS .................................................................................... 155

APPENDIX B GLOSSARY ......................................................................................... 156

FIGURES

Figure 2-1. Pier and Wharf Types .................................................................................. 8

Figure 2-2. Wharf Types................................................................................................. 9

Figure 2-3. Length and Width of Slip ............................................................................ 18

Figure 2-4. Location of Crane Rails, Railroad Tracks, and Utilities .............................. 19

Figure 2-5. Single Deck Pier ........................................................................................ 21

Figure 2-6. Double Deck Pier. ...................................................................................... 22

Figure 2-7. Open and Solid Type Piers/Wharves. ........................................................ 35

Figure 2-8. Floating Double Deck Pier. ........................................................................ 36

Figure 2-9. Open Type Wharf Concepts....................................................................... 44

Figure 2-10. Closed Type Wharf Concepts. ................................................................. 45

Figure 2-11. Solid Type, Cellular Construction............................................................. 47

Figure 2-12. Solid Type, Caisson and Concrete Block Construction. ........................... 50

Figure 3-1. Wheel Loads for Portal Cranes .................................................................. 54

Figure 3-2. Configuration and Wheel Loads for Container Cranes............................... 56

Figure 3-3. Wheel Loads and Dimensions for Truck Cranes....................................... 57

Figure 3-4. Wheel Loads for Forklifts ........................................................................... 61

Figure 3-5. Wheel Loads for Straddle Carriers............................................................. 62

Figure 3-6. Principal Modes of Ice Action..................................................................... 71

Figure 4-1. Concrete Deck Construction ...................................................................... 82

Figure 4-2. Substructure Framing Concepts ................................................................ 85

Figure 4-3. Bullrail Details ............................................................................................ 89

Figure 4-4. Mooring Dolphins ....................................................................................... 90

Figure 4-5. Railroad Track Support .............................................................................. 92

Figure 4-6. Crane Rail Support .................................................................................... 93

Figure 4-7. Utility Trench Concept................................................................................ 94

Figure 4-8. Utility Hoods............................................................................................... 96

Figure 5-1. Energy Model of a Fender System............................................................. 99

B = Beam width of shipFigure 5-2. Eccentricity Coefficient, Ce ..................................... 102

Figure 5-2. Eccentricity Coefficient, Ce ....................................................................... 103

Figure 5-3. Berthing Velocity for Small Ships (up to 20,000 tons) .............................. 105

Figure 5-4. Berthing Velocity for Large Ships............................................................. 106

Figure 5-5 Foam-filled Fender System. ...................................................................... 111

Figure 5-6 Fiberglass Fender Pile System. ................................................................ 112

Index

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