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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 /> Dock moorage piling are designed to accommodate the wave/wind loading acting directing on the floats as well as <br /> berthing vessels,or facilities located upon the floats due to their respective sail areas. Loading is resolved to a per/ft <br /> loading on floating structure to determine final pile section requirements and spacing. <br /> Ig°' <br /> 0 <br /> 34'-0" 42'-0' 8'-01 (4) SPA O 40-D' - 160-0' 25'-0' <br /> 1a1' FLOAT UNIT POST - <br /> �nTEN IONW IUULT - _3 _ FLOAT UNrt_POST TENSIONED TOGETHER - <br /> F}i r E <br /> c ro <br /> NO <br /> 5'-4- S5'-0' 35'-11' 44'-0' 45'-0' 36'-0" 34'-0' <br /> CL JOINT <br /> n 1 SS'-0" 144'-D- <br /> ^� FLOAT UNIT POST TENSIONED TOGETHER FLOAT WIT POST TENS II TOGETHER <br /> yyo <br /> PW <br /> H d o 14_0- F <br /> m o - <br /> EA <br /> Z o GD _ <br /> W /1- Z tt <br /> Aaa9 a 3 a z3� lO • p to <br /> Codes&Standards <br /> IBC 2018-International Building Code <br /> ASCE 7-16-Minimum Design Loads for Buildings and Other Structures <br /> AISC 360-16-Specification for Structural Steel Buildings <br /> Design Loads <br /> Dead Loads 10 psf <br /> Live Load 40 psf <br /> Snow Load 15 psf <br /> Wind Load <br /> This calculation is to determine the base wind pressure as specified by ASCE 7. <br /> V 98 mph ASCE-7 <br /> Exposure D <br /> KZt 1.0 <br /> Ke 1.0 <br /> Kh 1.03 <br /> Kd 0.85 ASCE 7,Table 26.6-1 <br /> qh=0.00256(Kz)Kzt(Kd)K'V2 21.53 psf <br />