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O AIM SHUTLER JOB / <br /> ' _ /Uâ–  CONSULTING SHEET No. /K OF <br /> i NMI CALCULATED BY <br /> 12503 Bel-Red Road,Suite 100 DATE <br /> ( Bellevue,WA 98005 <br /> (425)450-4075 * FAX(425)450-4076 SCALE <br /> SHEAR WALL FOOTING DESIGN FOR OVERTURNING MOMENTS Page 1 <br /> Overturning Moment 250.00 Kip-feet <br /> Slab Dead Load 8.00 Kips <br /> Footing Dimensions Wall Dimensions <br /> Width 4.00 Feet Height 20.00 Feet <br /> Depth 36.00 Inches Length 16.00 Feet <br /> Footing Extension -- Left 3.00 Feet Thickness 0.00 Inches <br /> Footing Extension -- Right 3.00 Feet Concrete(Y/N) n <br /> Overall Footing Length 22.00 Feet Masonry(Wt.) 15.00 PSF <br /> Footing Weight 39.60 Kips Wall Weight 4.80 Kips <br /> Applied Loads: Distance** Mr(Left) Mr(Right) <br /> Wall Weight 4.80 Kips 8.00 Feet 53 53 Kip-feet <br /> Load 1 9.30 Kips 8.00 Feet 102 102 Kip-feet <br /> Load 2 0.00 Kips 0.00 Feet 0 0 Kip-feet <br /> Load 3 0.00 Kips 0.00 Feet 0 0 Kip-feet <br /> Load 4 0.00 Kips 0.00 Feet 0 0 Kip-feet <br /> Load 5 0.00 Kips 0.00 Feet 0 0 Kip-feet <br /> Load 6 0.00 Kips 0.00 Feet 0 0 Kip-feet <br /> Slab Dead Load 8.00 Kips 8.00 Feet 88 88 Kip-feet <br /> Footing Dead Load 39.60 Kips 8.00 Feet 436 436 Kip-feet <br /> Totals 62 Kips 679 679 Kip-feet <br /> ** Distance from left edge of wall !!! <br /> Total Weight Times (0.6-0.14Sds) 28 Kips Side 1.075 <br /> Mr(Left) Times (0.6-0.14Sds) 305 Kip-feet <br /> Mr(Right)Times (0.6-0.14Sds) 305 Kip-feet <br /> 0.6-0.14S,,, Full Values <br /> X- Bar(Left) 1.99 Feet 6.95 Feet <br /> X- Bar(Right) 1.99 Feet 6.95 Feet <br /> Soil Bearing: <br /> Left 2.33 K.S.F. 1.48 K.S.F. Moments sumed <br /> Right 0.00 K.S.F. 0.00 K.S.F. about left side of footing <br /> Left 0.00 K.S.F. 0.00 K.S.F. Moments sumed <br /> Right 2.33 K.S.F. 1.48 K.S.F. about right side of footing <br />