Figure 8-11. Mooring Line Tensions for a CVN-68 Moored at a Wharf With 75 mph

Figure 8-10. Component Analysis of Mooring Working Capacity

Background for Example

Design: Moorings
Page Navigation
174

UFC 4-159-03

3 October 2005

Figure 8-11. Mooring Line Tensions for a CVN-68 Moored at a Wharf With 75 mph

(33.5 m/s) Winds (`Model 2')

166

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business