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<br />PROGRAM SAMM- EXAMPLE PROBLEM NO. :1. <br /> <br />PAGE l <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SSSSSSSSS <br />SS <br />SSSSSSSSS <br />SS <br />SSSSSSSSS <br /> <br />A!.....A.......~.AA <br />AA AA <br />~~..~..~.......A....A <br />AA AA <br />AA AA <br /> <br />MMM MMM <br />MMKKMM <br />MM M MM <br />MM MM <br />MM MM <br /> <br />MMM MMM <br />MMKMMM <br />MMMMM <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 :1.990 <br /> <br />proqram SAMM computes earth loads on concrete pipe in accordance <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 enqine.r 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 endorsement by ACPA or any other aqents. <br /> <br />DATE: 11/6/90 <br />DESIGNER: ENGINEER <br /> <br />28 <br />