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���. <br /> i <br /> �y-n�e�c � <br /> 4� <br /> j_ I . <br /> i . <br /> i � <br /> rcx� q <br /> R . . . . . ... ... . . <br /> t� . __ . .. _ . ... _ . .__"' _ ' _'_ . . . . <br /> F <br /> ��� program MGRSW (ver 2.21 Auqust 1990) , <br /> copyright 1990 Mirafi Inc. <br /> ��� MIRAFI Inc. P.O. Box 240967 Charlotte, N.C. 28224 U.S.A q o�, �1 <br /> � y <br /> y �� NOTES: <br /> o �o To the best of our knowladga the calculations performed by thie software are <br /> � y H accurate. However, ltirafi Inc cannot essuma any liability whataoever for the <br /> accuracy or reliability o! tha program and its ralated documentation. Therafore, <br /> � �� results from this proqram ara neither guarantead nor implied to ba correct. As <br /> �ty s u c h, M i r a f i I n c c a n n o t b a h e l d r a s po n s i b l e f o r i n c o r r e c t r e s u l t s o r d a m a g a e I <br /> M <br /> reaulting from tha usa of this provram. Deeiqn calculations performed by thia <br /> Q�� program should ba checked and varified by a reqisterad profassional enqineer. <br /> � y� A reqieterad profaeeional anqineer ahou.ld raview the desiqn prior to <br /> � N construction to �neura propar wall drainaqa is established that will prevant the � <br /> �w buildup of hydrostatic prassures over tha earvice lifa of the structura. I <br /> ��, Additionally, tha anginaer should evaluate the GLOBAL STABILITY and tha LOC1►L , <br /> � � STABILITY of th3 wall facia einca G7AHAL STABILITY and LOCAL STABILITY of tha � <br /> facia are not ��onsidared in this program. � <br /> �� suitability of any matarial or infringemant of patents is the sole <br /> responsibility of tha ueer. The usar must sdtisfy himself/herself through <br /> independent investiqation that all matarials can be ueed safely. Mirafi Inc hae <br /> described certain hazards in using thie softwara and Mirafi Inc reinlorcement <br /> products but cannot quarantee that these hazarde are the only onea that exist. <br /> �� �� JOB: Blueprint 4�-e�' <br /> R[IN: 0 <br /> DATE: 08-25-1992 <br /> � � ENGR: 08-26-1992 <br /> �. ,� PROBLEM GEORETRY: � <br /> Wall Height � 5.3 (ft) <br /> ��{1 <br /> SURCHARGE DfiTAILS: <br /> _.. � <br /> No surcharge <br /> 1 � � <br /> SOIL DATA: COHESION FRICTION ANGLE HULK 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 ]0.0 125.0 <br /> ' <br /> RESULTS OF EXTERNAL STABILITY CALCULATZONS: <br /> . ! <br /> i <br />