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SOIL STRESS, SIDE RESISTANCE, & AXIAL FORCE vs DEPTH <br />Based on Ultimate Load Condition <br />O6plh (2p) <br />0 <br />Vertical Slress -kp/f2 Side Resistance.kp/12 <br />Up 0 Do*n <br />Axial Force .kp <br />Jp 0 Oow^ <br />oeprh (Zp) <br />n <br />.10.00 -2-0C +2.00 '500 +50!G'lb,l3 Ph, C*F/rz ilbr''3 s5O % <br />1200 t)-0 069 116.0 1.25 <br />Soh Clay <br />i07.0 3c o 0.00 <br />Sand <br />164 <br />120 0 0.0 0.6s <br />Soft Clay <br />116.0 125 <br />'l r0 <br />1110 300 rr 00 <br />Srnd <br />22i <br />?a <br />1?/0 00 1 04 236.2 0 98 <br />Soft Clay <br />123.0 0 0 0 79 149.5 r.!5 <br />So(Clay <br />1303 0.0 1.4n 369 t,i 08' <br />SnfiCla) <br />4t <br />ToD Downwaro-:16i li <br />!Jl.l i.l <br />Atrp= 1C 18- n <br />l:l.i o.o <br />295 <br />Clay <br />r,_ _!. : :; <br />1.60 <br />CivilTech <br />Software <br />Makena - Santa Ana - Pylon Sign <br />36-in-dia <br />iIill Figure I <br />60