Laserfiche WebLink
SOIL STRESS, SIOE RESISTANCE, & AXIAL FORCE vs OEPTH <br />Based on Ultimate Load Condition <br />Deplh (Zol <br />0 <br />Vertical Stress -kpll2 Side Resistance.kp/i2 <br />UD O )own <br />Axial Force -kp <br />Jp 0 Down <br />o€pth (Zp) <br />li <br />.1(r 0q -2.0c '2.00 -scc Grb43 Ph, C-rfr2 k-tb43 <br />i it.o <br />as0 l, <br />T 1200 00 069 <br />Solt Cby <br />107 0 3C.0 000 <br />Sand <br />120 0 0.0 0.6s 116.0 1.25 <br />Soft Clay l!1! <br />\ <br />I <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />I <br />111 0 30.0 000 29 ,- <br />121 A OO 1 04 236.2 0 98 <br />Soh Clay <br />123.0 00 079 149.5 <br />Soft CEy <br />I t5 <br />!303 0.0 1.4C 3690 U8: <br />Srfl Cl;Y <br />-'.. <br />lop Uplltl=314 I <br />Ioo Oownward-3tj1.b <br />13:14 !1 2.95 <br />Clay <br />t.60 4a5 iJ | 1'J <br />Al p.tc18- r <br />131.2 0.0 <br />CivilTech <br />Software <br />Makena - Santa Ana - Pylon Sign <br />36-in-dia <br />Ilil Fig ure I <br />da