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<br />?ROGRAM SAHM- EXAKPLE PROBLEM NO. :2 <br /> <br />PAGE ... <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."~~v. <br />AA AA <br />A..._.._.._........AAA <br />AA AA <br />AA AA <br /> <br />101M MMK <br />MKMMMM <br />MK M MM <br />MK MK <br />MK MK <br /> <br />101M 101M <br />MKMMMM <br />MMMMM <br />MM MM <br />MK MM <br /> <br />PROGRAM <br /> <br />SAM M <br /> <br />AMERICAN CONCRETE PIPE ASSOCIATION <br />VERSION 2.0 - 1 SEPTEMBER 1990 <br /> <br />proqram SAHM computes earth loads on concrete pipe in accordance <br />with the methods presented in the Concrete Pipe D.siqn Manual (Haren <br />1990) and the Concrete pipe Handbook (January 1988)r 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 endorsement by ACPA or any other aqents. <br /> <br />DATE: 11/6/90 <br />DESIGNER: ENGINEER <br /> <br />36 <br />