PILE DRIVING ANALYSIS

WAM(8) = 1.5 kips, pile weight per 10 foot segment (see Figure 30). Entered on card 200 as WAM(8) only because the internal program sets WAM(3) through WAM(8) = 1.5 kips, as calculated above. 6) 300 Card Series . XKAM(1) = 6927 kips/inch, spring rate for the capblock as calculated above. ................
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