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I Design Example Solution (Cont) <br />St_ elZ <br />TALL a I 011e 2 <br />TALL = 5% <br />Sto 8 <br />0 =.97 (frons Table 2) <br />TR = 2(247lbsJsf )(3 ft X.97) <br />TR=1438IbsJft. <br />TST AT TALL = 3400 tbs./ft. <br />FScR = ShO t Term Tensile Stren¢th at 5% Strain (M fa I i <br />100 year Creep Limited Strength at 5% Strain (ASTM D5262) <br />3400lbs/ft. = 1.93 <br />1760 lbs/ft. <br />FS,) = 1.0 <br />FSm = 1.05 (in Clay Backfill) <br />FSwr = 1.0 <br />3400lbsl fl = 1677 lbs/ft. <br />LTADS = 193xl.Oxl.O5x1.0 <br />Step 10 <br />1677 lbs/ft z 1438 tbs/ft. A <br />(13) <br />0 <br />