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� �I�IHVY�NMN'tw�NWwt�.)NMIRfYwN \vwwl�yl{f MIIYY�N NVIIVT��N Y�YNw �\i.�raVNf\Ywwf)IIYA•Y�w 104YW\'w�liMiq�Npq�r'wi)40v1'rN\YIWt��N ww))Mrr�\)rw���N— <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 12:16:S1 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\44 Foot Tiered.BEN <br /> 1-io�oos�s[w 1.m�o,�osi.111--lis[w� _ ii iosi 1�e�3onis[w1�o�+aus[wt�e�oosissw l..:<�oo,vis[sv l�aa��a. �o � 1.i..�I�Yp{wv_ NMw 1'raM1e)w <br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) <br /> Design height,Hd 44.00 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=42.67 ft,where H 1 =20.00 and H2=20.00 } <br /> Batter, w 0.0 [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 /> Offset of upper segment from lower one,Offset= 10.0 ft, Blackslope2= 16.0 deg. and Backslope rise,S2=2.7 ft. <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 250.0 [lb/ft 2] <br /> I <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> low= <br /> I <br /> I <br /> - 1 <br /> 1 <br /> SCALE: <br /> 0 5 10 15 20 25 30 [ft] <br /> Soundview Business Center Page 4 of 5 <br /> Copyright©1998-201 1 ADAMA Engineering,Inc. License number MLNL-301109 <br />