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<br /> MSEW--Mechanically Stabilized Earth Walls T-7342,6 Panel Lock+Load,Parking
<br /> Present DetelTime: Wed Jun 22 11:50:48 2016 G:\USERSll{Robensl7342 Seaway Center\Lock n Load1T-7342 6 Pend LnL Wa119EN
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<br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE)
<br /> Design height,Hd 8.00 [ft] {Embedded depth is E= 1.00 ft,and height above top of finished
<br /> bottom grade is H=7.00 ft}
<br /> Batter, w 5.4 [deg]
<br /> Backslope, (3 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 /> [51] Strip Load,Qv-d=200.0 and Qv-1=0.0 [lb/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 /> V
<br /> SCALE:
<br /> 0 2 4 6[ft]
<br /> 1r
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<br /> T-7342,6 Panel Lock+Load,Parking Page 3 of 4
<br /> Copyright®1998-2008 ADAMA Engineering,Inc. License number MSEW-301803
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