Tables - ufc_4_152_010010

Figures - ufc_4_152_010009

Chapter 1 Introduction - ufc_4_152_010011

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

28 July 2005

Figure 5-7 Plastic Fender Pile System. ...................................................................... 113

Figure 5-8. Side-loaded and End-loaded Rubber Fenders......................................... 116

Figure 5-9. Shear Fender ........................................................................................... 117

Figure 5-10. Buckling Fender with Contact Panel ...................................................... 118

Figure 5-11. Pneumatic Fenders ................................................................................ 121

Figure 5-12 Hydro-pneumatic Fender. ....................................................................... 122

Figure 5-13. Monopile Fender System ....................................................................... 123

Figure 5-14. Evaluation of Fender System Types ...................................................... 128

Figure 5-15. Corner Protection................................................................................... 133

Figure 6-1. Composite Camel .................................................................................... 137

Figure 6-2. Aircraft Carrier Camel .............................................................................. 141

Figure 7-1. Small Floating Stage ................................................................................ 146

Figure 7-2. Reinforced Plastic Landing Float ............................................................. 147

Figure 7-3. Transfer Bridge for LHAs ......................................................................... 151

TABLES

Ship Characteristics for Selected Ships ....................................................... 12

Typical Single Deck Pier and Wharf Widths ................................................. 20

Estimated Space Requirements for PMA ..................................................... 27

Unit Weights................................................................................................. 51

Vertical Live Loads for Pier and Wharf Decks .............................................. 52

Outrigger Float Loads for Mobile Cranes ..................................................... 58

Values of CS, modifier for short-period spectral acceleration ....................... 66

Values of C1, modifier for 1-second period spectral acceleration ................. 67

Load Combinations LRFD ......................................................................... 75

Load Combinations - Allowable Stress Design............................................. 76

EQUATIONS

EQUATION 3-1 ............................................................................................................. 66

EQUATION 3-2 ............................................................................................................. 73

EQUATION 5-3 ........................................................................................................... 100

EQUATION 5-4 ........................................................................................................... 101

EQUATION 5-5 ........................................................................................................... 101

EQUATION 5-6 ........................................................................................................... 102

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