Basis_of_Design_Report_Attachment_5.pdf
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Basis of Design Report Attachment 5
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ATTACHMENT C
Cross-Section Geometry
Reviewed by L. Tracy
ATTACHMENT D
Surcharge Load Basis
Ferriss Marine STA. 124+90 Crane Pad SurchargeCrane Pad Surcharge
<Surcharge> CIVILTECH SOFTWARE USA www.civiltech.com
Pressure (ksf)
0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0.180 0.200
Depth(ft)
Max. Pressure= 0.12
At depth= 5.25 Z
0.12
0.09
0.05
0.03
0.01
0.01
5.25 0.12 Max.
Licensed to 4324324234 3424343
Date: 3/1/2017 File: P:\Projects\Honeywell\Lower Rouge River Sediment\4.0 Deliverables\4.4 Calc and Analysis\4.4.2 Bu
Wall Height, H= 21 Load Depth at Surface, D= 0
Load Factor of Surcharge Loading = 1
Semi-flexible Wall Condition -- Small movement or deflection are allowed.
Max. Pressure = 0.123 at depth = 5.25
X Width Length Area Load
5.0 12.0 23.0 .73
UNITS: LENGTH/DEPTH: ft, Qpoint: kip, Qline: kip/ft, Qstrip/Qarea/PRESSURE: ksf
ATTACHMENT E
Seismic Coefficient Basis
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