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5900 36TH AVE W 2025-01-06
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5900 36TH AVE W 2025-01-06
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Last modified
1/6/2025 3:28:40 PM
Creation date
12/18/2024 2:51:38 PM
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Address Document
Street Name
36TH AVE W
Street Number
5900
Imported From Microfiche
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u��rruY..—n....�.a�i._..uua..�.�+uv......1.�r�.�.iiw.�.-.iu�Yxa....ruur.�.-..ruuu 4,.....i W4o i.�.44w..�.iru4v......4ur....-rrul4r...-.Auuv.�.-....Nn1����ni�'��.r..OY�u�.�..�f N�4.-.f.NiA���..n.ru..�.�• <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center <br /> Present DelelriMe: Tue Dec 13 14:04*57 2016 C:\Users\chase halsen\Desktop\Chase-Desktop CopiesMall Designs\4011 05\49 33 Foot BEN <br /> .-+w.os.vvv.,wnro.uswvwn-ous[wv..wviovssw....wi.o.�scw.-......w..v..-..e.u�r� _..f4uuwyrieuua._...s.uu...vns4e�anv vaw,�foYuw vmwir.aus[w vmwfanis4a ve.��rAusEwv..m�iu.�nv-....fuuu.......uuv,.._.sf uu i...—,iruu K.v..... __ <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 49.33 [ft] {Embedded depth is E=1.33 ft,and height above top of finished <br /> bottom grade is H=48.00 ft} <br /> Batter, w 5.7 [deg] <br /> Backslope, R 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.000 (see Fig.25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 250.0[lb/ft z] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0 5 1015202530[ft] <br /> Soundview Technology Center Page 4 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> .......wt....Jr v. ...41L.f�.r.4f.w�Ir1U1WR1urJJWt���:1»I[JI�JJ Wf4rlJlww'rIIWR.vNwL WR•�r 414u4�.�1e40urw1atlW Iw4YY�A�twu4W v"r4 <br />
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