Laserfiche WebLink
i Gam)1iMIlYlMwftfp?XY®iNM1pA1'VorllllNVYawltAiiiX Yiw YYpf{Y'Wl.-gpYR ln..qf/1NtfillmwltpNAlminfeflfilfl�tp>afMiLL'SLswNMNx'4wv1fNNY'Aaw)t Wf9'KieepptYClae N4iy}'yr.APICIi'Yww1Yp1{?t-nw 4P69t%'\'wwx}iWY1PTw-;A45ti'Amnli <br /> MSEW--Mechanically Stabilized Earth Walls T-7342,5 Panel Lock+Load,Parking <br /> Present Date/Time: Wed Jun 22 11:48:29 2016 G:\USERS'KRoberts\7342 Seaway Center\Lock n Load\T-7342 S Panel LnL Wa49EN <br /> _>apaw vq��oAwEw^owaca v..„.,)osawA�lo...cxr.n.x)oeucwv�.x,:arucx•v.-„xuscwvav�Aa)scw r._,;��o.ec �r sc Tv scx,��� aw w.e.sousc )apg5g„y�.,,�ausn�•�'�n1sy.�a�}LtW:y,�.±'N+�v�esaru{rAiT•}�w�c,A�,..»__ <br /> 4-. INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 6.67 [ft] {Embedded depth is E= 1.00 ft,and height above top of finished <br /> bottom grade is H=5.67 ft} <br /> Batter, co 5.7 [deg] <br /> Backslope, R 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.00° (see Fig.25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 0.0 [lb/ft 2] <br /> OTHER EXTERNAL LOAD(S) <br /> [SI] Strip Load,Qv-d=200.0 and Qv-1=0.0 [1b/ft 2]. <br /> Footing width,b=20.0[ft].Distance of center of footing from wall face,d= 10.0[ft]@ depth of 0.0[ft]below soil surface. <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> [Si] <br /> SCALE: <br /> 0 2 4 6[ft] <br /> v�.w..+hNNw•Yw.lfwrs}vwnNw.'wv+xwrepnX.Avw14 prrx.Ati.+P.roMrwvar.)”e+aaX.vw.txuawtM.i.sP)wx.Aww{epm,Aww.lapua•.µ.rNwn'V«H..NpvxYr.Nwuvv..a.>nnrwu..f.)e!mwtisw+."»+ni�A:w.+aeuu�rvn..snaptR Y.w..«ia)nirT�.w;alunvrwxP <br /> T-7342,5 Panel Lock+Load,Parking Page 3 of 4 <br /> Copyright©1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />