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<br />I <br />1'1 <br /> <br />PROGRAM SAMM- EXAMPLE PROBLEM NO. 3 <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 />II <br />I <br />, <br /> <br />II <br /> <br />PAGE <br /> <br />1 <br /> <br />SSSSSSSSS <br />SS <br />S5SSSSSSS <br />S5 <br />S5SSSSSSS <br /> <br />A.YA.:a._:a.A.:a.,A <br />AA AA <br />A..:a._:a.J._YJ._".A <br />AA AA <br />AA AA <br /> <br />MMM MMM <br />MHMMMM <br />MH M MM <br />MH MH <br />MH MM <br /> <br />MMM MMM <br />MHMMMM <br />MM M MH <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 cpe in accordance <br />with the methods presented in the Concrete Pipe Design 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 enq~neer who must assume full responsibility <br />for verifyinq that said outp~t is appropriate and correct. There are <br />no express or implied warranties. The use of this product aoes not <br />constitute endors_ent by ACPA or any other aqents. <br /> <br />DATE: 11/6/90 <br />DESIGNER: ENGINEER <br /> <br />46 <br />