MARINE FENDER SYSTEM DESIGN CRITERIA (Client-Ver3.0) |
To : |
Bridgestone Marine Fender |
Date : |
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ITEM |
DESIGN CRITERIA |
GENERAL |
Project Name : |
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Port/Country : |
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Contractor/Consultant : |
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Project Status : |
Preliminary/Budgetary Stage (End user/Contractor) |
Design Stage for Spec-in (Consultant/End user) |
Tender (Bidding) Stage (Contractor) |
Buying Inquiry (End user/Awarded Contractor) |
Fender System : |
Specified |
Estimated/Proposed |
Qty of Fender(s) : |
Actual Req. Qty |
Estimated Qty |
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Maximum Vessel |
Minimum Vessel |
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Vessel Type : |
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Other Vessel (Pls Specify) : |
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Gross Ton. : |
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G.T. |
Deadweight Ton. : |
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D.W.T. |
Displacement Ton. : |
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D.T. |
Length (L) : |
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m/ft |
Breadth (B) : |
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m/ft |
Depth (D) : |
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m/ft |
Full Draft (d) : |
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m/ft |
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Berthing Speed (v) : |
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m/s (ft/s) |
Safety Factor, SF : |
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Note: BE’ = BE x SF |
B. Energy, BE’ : |
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kN-m (tf-m, ft-kips) |
Allow. Hull Pressure : |
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kN/m2 (tf/m2, kips/ft2) |
Berthing Angle : |
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Degree |
Vessel Flare Angle : |
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Degree |
Vessel Roll Angle (+/-) : |
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Degree |
Belt/Protruded Object : |
Yes |
No |
Assumed |
If yes, specify belt size : |
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mm (eg. R200 x 300) |
Low Contact : |
Yes |
No |
Design by Bridgestone |
Berthing Method : |
1/4 point |
1/3 point |
Other (Please specify) |
BERTH INFORMATION |
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Open |
Continuous |
Concrete |
New |
Wharf Structure : |
Open – semi |
Dolphin |
Steel |
Existing |
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Gravity |
Flexible Pile |
Other (Please specify) |
Allow. Reaction Force : |
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kN (tf, kips) |
Strength (for concrete) : |
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(Assume 18MPa if not filled) |
Tidal Level – H.W.L. : |
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m/ft |
L.W.L. : |
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m/ft |
Struc. Area – Height : |
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m/ft |
Width : |
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m/ft |
Struc. Elev. – Top : |
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m/ft |
Bottom : |
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m/ft |
Spacing of Fender : |
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m/ft |
Max. Allow Projection : |
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m/ft |
PARTS AND MATERIAL |
Frame Type : |
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m/ft |
Frame Size : |
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m/ft |
Anchor(for Fender) : |
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Anchor Material : |
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Pad Material : |
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Pad Colour : |
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Pad Thickness : |
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ADDITIONAL NOTES: |