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• • �_Cv , '-p" Tall, Piles @ 5'-0"OG <br /> Anchors @ 12'-0" OC <br /> Depth(fl) <br /> _ � \- - - - - - - - - - - - - � -- ---- -- I <br /> �� <br /> t �,,' LJ <br /> �_ _ I <br /> � ������� <br /> � - - -- - - - - '- --- - - - - ' - - - - - - - - - - -- - - - � - ' -- - - - - - - - - -' <br /> � <br /> ,\ <br /> 10 \ <br /> � \ <br /> /, , <br /> % <br /> � <br /> � <br /> 75 <br /> � <br /> � / <br /> 20 - ----- ---- �� -- -- ---- - -- --_� <br /> o � r.s� <br /> �- — - --_ I <br /> <ShoringSuite> CIVILTECH SOFiWARE USA www.civillechsottwarc.com <br /> Licersed to 4i243?4234 34243C3 Date:7/2 312 0 1 2 <br /> Fi!e� R.12012 Pro�eds112080 10 Schenck ResidencelEnginee�ing\LC2=Ha0 iEl6R tall 12ft archors sh3 <br /> UNITS: Oimension-5; Force an0 Shear-kip;Pressure and Stress-ksf.Momem-kip�h,Pres. SbGe -k�o�r;3,De">c;�on -i- <br /> Wall Height=6.0 Pile Diameter=0 3 Pile Spacing=6.0 lNall Type 3 Soldler P�le, Driv�eg <br /> PILE LENGTH: Nln. Embedment=13.38 Min. Pile Length=19.38 <br /> MONENT IN PILE: Max. Moment=2.08 per P�Ie Sp2cing=6.0 at Depth=8 59 <br /> BRACE FORCE Strut, Tieback, Plate Anchor, and Oeadman <br /> No & Type Depth Angle Space Total F. Horiz F _ _Vert F. l free Plate Numbzr <br /> 1. Plate 3.5 18.0 12.0 6.4 6.1 2.0 2.6 4 0 <br /> UNITS: Widlh,Diameter,Spacing.Length,Depth,and Height - R; Force- kip; Bond Strength and PressurE -ksF <br /> DRIVING PRESSURES (ACTIVE,WATER, &SURCHARGE): <br /> Zt Pt Z2 P2 Slope <br /> -- - - ---- — - <br /> 0 0 800 26 000 035 <br /> 0 0 6 0 029 0049 <br /> PASSIVE PRESSURES. <br /> Z1 P1 ZZ P2 Slope <br /> 10.0 0 00 800 0 94 80 0.120 <br /> ACTIVE SPACING: <br /> No. Z depth Spacing <br /> _. _ <br /> - --- -- --------- — -- -- -- <br /> 1 0.00 4.00 <br /> 2 6.00 0 25 <br /> PASSIVE SPACING: <br /> No. _ _ Z dep�h _ Spacing__ __ <br /> 1 6.00 025 <br /> UNITS: Widlh,Spacing,Diameter,Length,and Depth - ft; Force- kip; Moment-kip•ft <br /> Friction.Bearino.and Pressure• ksf; Pres Slope - kip/(t3; De(leclion - in � <br />