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� I <br /> � .T e ' � <br /> • <br /> r <br /> T" 1 <br /> � <br /> � � proqram MGRSW (ver 2.21 August 1990) <br /> Q x copyright 1990 Mirafi inc. <br /> � y MIRAFI Inc. P.O. Box 240967 Charlotte, N.C. 28224 U.S.A � � 1 1 <br /> � �� <br /> n NOTES: <br /> 7tl <br /> � �y H To the beat o! our knowledqe tha calculations performed by this software are <br /> � � accurate. Hownver, Mirafi Inc cannot assume any liability whatsoevar for the <br /> �� accuracy or reliability of the proqram and its related documentation. Therefore, <br /> reaults from this proqram are neither queranteed nor implied to be corract. As <br /> auch, Mirali Inc cannot ba held responeihle for incorrect results or danaqes <br /> p� resulting lrom tha usa oP thie proqram. Deeiqn calculationa performed by this <br /> � M proqram ehould be checked and verified by a reqistered profeseional engineer. <br /> � H <br /> N A reqiaterad profassional anginaer ahould raviaw the deaiqn prior to <br /> y7� construction to ansura proper wall drainaqa is eatablished that will pravent tha <br /> 25 �w buildup of hydroetatic prassuras over the service life of the structure. <br /> Additionally, tha anqinaer should nvaluate the GLOHAL STABILITY and tha LOC11L 'I <br /> STABILITY o! the vall facie since GLOBAL STIIBILITY and IACAL STABZLITY of tha i <br /> �u facia are not considarad in thie proqram. � <br /> Suitability of any matarial or infringement of patents ie the eole � <br /> responsibility of the veer. Ths user must satisfy himeelf/herself through � <br /> independent investigation thnt ell materials can be used safely. Mirafi inc has <br /> described certain hazards in using this eoftware and Mirafi inc reinforcement <br /> producta but cannot quarantee that theae hazards ara the only ones that exist. <br /> �� � <br /> �M' <br /> JOB: Blueprint 6�-On <br /> RUN: <br /> � � DATE: 08-26-1992 <br /> ENGR: <br /> �� <br /> PROBLEM GEOMETRY: <br /> (^` � Wall Height = 6.7 (ft) <br /> � -� SURCHARGE DETl►ILS: <br /> � � No surcharqa <br /> 1� <br /> SOIL DATA: COHfiSION FRICTION ANGLE BULK UNIT WEIGHT <br /> (lbs/ft"2) (degrees) (lbs/ft"3) <br /> REINFORCED 20NE 0.0 30.0 125.0 <br /> BACKFILL 0.0 30.0 125.0 <br /> FOUNDATION 0.0 30.0 125.0 <br /> RESULTS OF EXTERNAL STABILITY CALCULATIONS: <br />