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Segment C Summary <br /> (Timber and Sheet Piles Installed Simultaneously) <br /> ANALYSIS 1: STARTING FROM MUDLINE AT ELEVATION -3 FEET <br /> Timber Piles and Tieback <br /> Current Condition No Temp. Anchor With Temp.Anchor <br /> Excay.Depth=> 1 ft 2 ft(z) 1 ft 2 ft <br /> Excay.Elev.=> -4 ft -5 ft -4 ft -5 ft <br /> Displacement(')(in) 2.2 1.4 1.8 0.7 1.5 <br /> Shear kis 2.2 2.7 3.1 2.7 3.1 <br /> Moment(kip-ft) 11.8 14.7 17.1 15.0 17.4 <br /> Pile Axial kis 7.2 6.9 6.6 6.9 6.4 <br /> Anchor Axial (kips) 27.9 30.2 32.4 26.6 24.7 <br /> force peranchor <br /> Sheet Pile <br /> Excay.Depth=> 1 ft 2 ft(Z) 1 ft 2 ft <br /> Excay.Elev.=> -4 ft -5 ft -4 ft -5 ft <br /> Displacement(')(in) 1.6 0.7 3.5 1.3 3.0 <br /> Shear kis 2.0 3.7 5.3 3.6 5.0 <br /> Moment(kip-ft) 16.8 21.1 25.9 21.0 25.0 <br /> Axial kis 1.7 2.0 2.0 1.9 1.9 <br /> Temporary Anchor Pile and Tieback <br /> Excay.Depth=> 1 ft 2 ft <br /> Excay.Elev.=> -4 ft -5 ft <br /> Displacement(')(in) 0.5 1.0 <br /> Shear kis 0.7 1.4 <br /> Moment(kip-ft) 5.4 11.2 <br /> Pile Axial kis 1.2 1.8 <br /> Anchor Axial (kips) <br /> 7.2 17.5 <br /> force per anchor <br /> NOTES: <br /> (1) Excavation displacements are in addition to "current condition"displacements <br /> (2) Model results indicate that excavation below elevation-5 feet could result in wall failure. <br /> Timber Piles <br /> Current Condition -�_ <br /> Mudline at Elev.-3 ft <br /> Slope 2.5:1 Sheet Piles <br /> 2 ft Thick Excavation <br /> Elev.-15 ft Excavated Condition <br /> (not to scale) <br /> Mudline at Elev.-5 ft <br /> Port of Everett <br /> Segment C <br /> September 2013 21-1-21761-004 <br /> Figure D-1 SHANNON& WILSON, INC. <br />