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<br />I <br />,I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br /> <br />i. <br />, <br />II <br />1 <br /> <br />II <br />II <br />II <br />I <br />\. <br />II <br />I <br /> <br />I <br /> <br />SSSSSSSSS <br />SS <br />SSSSSSSSS <br />SS <br />SSSSSSSSS <br /> <br />AA.a........}..~:a.A...A <br />AA AA <br />_a......l.A~.a.__~_:lA <br />AA AA <br />AA AA <br /> <br />MMM MMM <br />MMMMMM <br />MM M MM <br />MM MM <br />MM MM <br /> <br />MMM MMM <br />MMMMMM <br />MM M MM <br />MM MM <br />MM MM <br /> <br />PROGRAM <br /> <br />SAM M <br /> <br />AMERICAN CONCRETE PIPE ASSOCIATION <br />VERSION 2.0 - 1 SEPTEMBER 1990 <br /> <br />Proqram SAMM computes earth loads on concrete pipe in accoraance <br />with the methods presented in the Concrete Pipe Desiqn Manual (March <br />1990) and the Concrete Pipe Handbook (January 1988), published by the <br />American Concrete Pipe Association. The user must select input values <br />suitable to his specific installation. The information presented in <br />the computer output is for review, interpetation, application and <br />approval by a qualified enqineer who must assume full responsibility <br />for verifyinq that said output is appropriate and correct. There are <br />no express or implied warranties. The use of this product does not <br />constitute endors_ent by ACPA or any other aqents. <br /> <br />PRESS ANY KEY TO CONTINUE <br /> <br />EXAMPLE PROBLEM NO.2 <br />ENGLISH UNITS <br /> <br />31 <br />