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SOIL STRESS, SIDE RESISTANCE, & AXIAL FORCE vs DEPTH <br />Based on Ultimate Load Condition <br />Venical Stress -kp/fz Side Resistance-kp/t2 <br />Uo 0 Down <br />Axial Force -kp <br />Up 0 Oown <br />Oeprh (2p) <br />+2.C0 -f,fi)G.lb/13 Phr C-lrl? <br />' ''i l <br />€5C 16 <br />r251200 00 069 <br />Son Cby <br />107.0 3C 0 0.00 <br />Sana <br />16 .l <br />ire.o120.0 0.0 069 <br />So,t Clay <br />125 <br />1a <br />111.C 30.0 0 0,r 29i <br />20 <br />127.0 0.3 r.04 236.2 0 S8 <br />Sofl C.v <br />:i 30 .- <br />123 0 0.C C.79 r{9 5 <br />Sofi Cley <br />I r5 <br />1303 0.0 140 3690 081 <br />Sl ll Clay <br />ir,r, r Pnl:a Si.s: aa,1) <br />r.r<.r rA-,_a : fi.s n rqi <br />\'lar Sd,: Resrstaricc=1 4C Top Upln- 199.5 <br />Iop Dow.Ward-zi 1 3 <br />1334 00 <br />131 2 0.C <br />295 <br />c'av <br />1C09 5 0 52 <br />1.60 4.56 075 <br />Sr,rt.,qv <br />50 <br />CivilTech <br />Software <br />Makena - Santa Ana - Pylon Sign <br />24-in-dia <br />flf Figure 1