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Project:POE Fuel Dock By:SMS <br /> Location: Everett WA Date:3/13/2023 <br /> Client: POE <br /> Structural Calculations <br /> Design Vessel Wind Load <br /> This calculation determines the demands on the dock due to wind acting on the design vessel. <br /> Length 100 ft Design vessel characteristic <br /> Height 13 ft Design vessel characteristic <br /> Aboat-Max Sail Area 1300 ft2 <br /> G-Gust Coeff 0.85 <br /> Cf-Force Coeff 1.37 ASCE Figure 29.3-1 <br /> Fwind.Boat—gh(GCF)Aboat 32.6 kips <br /> Max Pile Spacing 40.0 ft <br /> Normalized Loading 0.3 k/ft Force/Vessel Length <br /> Pile Loading 13.0 kips Pile Load based on Spacing <br /> Wave Load <br /> This calculation determines the demand on the piles from waves during a design event. <br /> Fp=0.5yWCDDHb2 737.1 Ibs/pile <br /> yW 62.4 pcf <br /> CD 1.75 ASCE 7-16 <br /> D-Pile Diameter 18 in <br /> Hbz-Breaking Wave Height 3 ft Assumed <br /> Pile Loading <br /> The total lateral force applied to the guide pile can be taken as the design <br /> vessel wind load on a per/ft basis,combined with the wave loading applied to <br /> a particular pile <br /> P= 13.8 kips <br />