SETTLEMENT OF COLUMN FOOTINGS COLUMN LOAD IN HIPS o0 gzr es 50 75 100 | tw LEPTH TO RPOGCHK STRATUM FROM SURFACE Gos + g 2 x hove SN & Pe S (50 yy. + 17S | 70" T | + R | i + | 20 SETTLEMENT 3 2 25 OF WALL FOOTINGS WALL LOAD /(N HIPS PER L/INEAL 5 75 Oo 125 | DEPTH FO ROCK STRATUM FROM SURFACE 4 Gz Gas FOOT ‘5 78 a, 5 3 2 ~ SNL K 70 a : x ee wes sg? oo 4 20 NOTE THE SETTLEMENT VALUES SHOWN ARE FOR FOOTINGS FOUNDED AT A OEPTH OF APPROXIMATELY 3 FEET WITH & BEARING VALUE OF 3000 L838./35Q. FT. THE SETTLEMENTS WERE COMPUTED FOR 4 RATIO OF DEAD LOAD TO TOTAL £040 OF ONE | FOR OTHER RATIOS OF DEAD LOAD TO TOTAL LOAD, THE SETTLEMENTS WiLL BE REDUCED PROPORTIONATELY. FIGURE 5.9-2 SETTLEMENT ANALYSES 9-78 200 ee z 45 * 425 2o