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<br />PROGRAM SAHM- EDMPLE PROBLEM NO. 1 <br /> <br />PAGE 3 <br /> <br />'1 <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 />RESULTS o F ANALY S I S <br />--------------------- ---------------------------------------------- <br />PIPE - - - -.. - EU.TB I"O,AD-- LIVE Stl'RCH TOTAL BED I REQOIllED D-LOAD <br />DEPTH ARCHING >TRANS LOAD LOAD LOAD LOAD FACT 0.01 in. ULT. <br />(tt.) FACTOR (lbjtt) (lb/ft) (lbjft) (lbjtt) (lbjftjft) <br />2.0 1.06 Y 1522. 2253. O. 3775. 4.24 178. 267. <br />3.0 1.09 Y 2348. 1680. O. 4029. 3.90 207. 310. <br />4.0 1.12 Y 3221. 1194. O. 4415. 3.44 256. 385. <br />5.0 1.15 Y 4144. 899. O. 5043. 3.20 315. 472. <br />6.0 1.18 Y 5118. 705. O. 5823. 3.05 382. 572. <br />7.0 1.22 Y 6148. 569. O. 6717. 2.94 456. 684. <br />8.0 1.26 Y 7235. 470. O. 7705. 2.86 538. 807. <br />9.0 1.29 Y 8385. 395. O. 8780. 2.80 628. 942. <br />10.0 1.33 Y 9599. 337. O. 9936. 2.74 .724. 1087. <br />11.0 1.37 Y 10882. 292. O. 11173. 2.70 829. 1243. <br />12.0 1.38 N 11891. 255. O. 12145. 2.63 924. 1387. <br />13.0 1.36 N 12685. 224. O. 12909. 2.58 1001. 1502. <br />14.0 1.33 N 13454. 199. O. 13653. 2.54 1075. 1612. <br />15.0 1.31 N 14197. 178. O. 14376. 2.51 1146. 1719. <br />16.0 1.29 N 14917. 160. O. 15077. 2.48 1216. 1824. <br />17.0 1.28 N 15613. 145. O. 15758. 2.45 1288. 1932. <br />18.0 1.26 N 16287. 132. O. 16419. 2.42 1354. 2031. <br />19.0 1.24 N 16938. 120. O. 17059. 2.40 1419 . 2128. <br />20.0 1.22 N 17569. 110. O. 17679. 2.39 1482. 2223. <br /> <br />30 <br />