1018 14TH ST 2023-02-09 - Laserfiche WebLink

Segment C Summary (Timber and Sheet Piles Installed Simultaneously) ANALYSIS 2: STARTING FROM MUDLINE AT ELEVATION 0 FEET Timber Piles and Tieback Current No Temp.Anchor With Temp.Anchor Condition Excay.Depth=> 1 ft 2 ft 3 ft 4 ft 5 ft(2) 1 ft 2 ft 3 ft 4 ft 5 ft Excay.Elev.=> -1 ft -2 ft -3 ft -4 ft -5 ft -1 ft -2 ft -3 ft -4 ft -5 ft Displacement(')(in) 1.1 0.1 0.2 0.5 1.2 2.0 0.1 0.2 0.4 1.0 1.6 Shear kis 1.9 1.9 2.0 2.2 2.6 3.0 1.9 2.0 2.1 2.6 2.9 Moment ki -ft 9.2 9.5 10.1 11.3 14.0 16.2 8.1 10.2 11.3 14.1 16.2 Pile Axial kis 7.3 7.3 7.2 7.1 6.8 6.5 7.3 7.1 7.0 6.8 6.3 Anchor Axial (kips) 24.8 25.3 26.1 27.0 29.1 30.9 25.0 25.3 25.1 25.0 23.5 force peranchor Sheet Pile Excay.Depth=> 1 ft 2 ft 3 ft 4 ft 5 ft(2) 1 ft 2ft 3 ft 4 ft 5 ft Excay.Elev.=> -1 ft -2 ft -3 ft -4 ft -5 ft -1 ft -2 ft -3 ft -4 ft -5 ft Displacement(')(in) 1.2 0.1 0.3 0.8 2.1 3.7 0.1 0.3 0.7 1.8 3.1 Shear kis 1.8 1.9 1.9 2.0 3.5 4.8 1.9 2.0 1.6 3.3 4.5 Moment ki -ft 11.8 13.1 14.5 16.2 20.4 20.4 14.8 14.3 15.8 19.9 22.4 Axial kis 2.4 2.2 2.0 1 1.6 i 2.0 1 2.2 2.2 1.8t 1.6 1.9 1 2.0 Temporary Anchor Pile and Tieback Excay.Depth=> 1 ft 2 ft 3 ft 4 ft 5 ft Excay.Elev.=> -1 ft -2 ft -3 ft -4 ft -5 ft Displacement(')(in) 0.0 0.2 0.3 0.7 1.2 Shear kis 0.1 0.3 0.4 0.9 1.4 Moment(kip-ft) 0.4 0.6 2.8 7.1 11.5 Pile Axial kis 0.5 0.6 0.8 1.4 1.6 Anchor Axial (kips) force per anchor 0.7 1.9 4.3 9.1 14.0 NOTES: (1) Excavation displacements are in addition to"current condition"displacements (2) Model results indicate that excavation below elevation -5 feet could result in wall failure. Timber Piles Current Condition Mudline at Elev.0 ft Slope 2.5:1 Sheet Piles 5 ft Thick Excavation Elev.-15 ft Excavated Condition (not to scale) Mudline at Elev.-5 ft Port of Everett Segment C September 2013 21-1-21761-004 Figure D-2 SHANNON& WILSON, INC.