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10. OBoat Hire - RPEQ Design Report
Attached to the e-mail OBoat Hire - Proposed landing redevelopment - 222 Gympie Terrace Noosaville - Email 2 of 2.
Pile Loading Summary
4.1 Pile Loading Summary
Parameters Pile
Wind Ultimate, Load (kN) 14.0
Wave Load (kN) 13.85
Current Load (kN) 0
Wind Ultimate, Moment (kNm) 36.8
Wave Moment (kNm) 39.33
Current Moment (kNm) 0
Total Design Moment (kNm) 96.8
Pile Section Capacity (kNm) 300
Pile Length (dependant on founding material) 8.8m – 10.1m
Pile Embedment (into Stiff Clay) 4500mm Min.
Pile Embedment (into Dense Sand) 3200mm Min.
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