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MN AMIN SHUTLER JOB• _ Ill i <br /> CONSULTING SHEET No. i / OF <br /> i 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 196.00 Kip-feet <br /> Slab Dead Load 6.50 Kips <br /> Footing Dimensions Wall Dimensions <br /> Width 5.50 Feet Height 19.00 Feet <br /> Depth 24.00 Inches. Length 13.00 Feet <br /> Footing Extension -- Left 4.00 Feet Thickness 0.00 Inches <br /> Footing Extension -- Right 4.00 Feet Concrete(Y/N) n <br /> Overall Footing Length 21.00 Feet Masonry(Wt.) 15.00 PSF <br /> Footing Weight 34.65 Kips Wall Weight 3.71 Kips <br /> Applied Loads: Distance** Mr(Left) Mr(Right) <br /> Wall Weight 3.71 Kips 6.50 Feet 39 39 Kip-feet <br /> Load 1 6.50 Kips 6.50 Feet 68 68 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 6.50 Kips 6.50 Feet 68 68 Kip-feet <br /> Footing Dead Load 34.65 Kips 6.50 Feet 364 364 Kip-feet <br /> Totals 51 Kips 539 539 Kip-feet <br /> ** Distance from left edge of wall !!! <br /> Total Weight Times (0.6-0.14Sds) 23 Kips Sds 1.075 <br /> Mr(Left)Times (0.6-0.14Sds) 242 Kip-feet <br /> Mr(Right)Times (0.6-0.14Sds) 242 Kip-feet <br /> 0.6-0.14Sds Full Values <br /> X- Bar(Left) 2.01 Feet 6.68 Feet <br /> X- Bar(Right) 2.01 Feet 6.68 Feet <br /> Soil Bearing: <br /> Left 1.39 K.S.F. 0.93 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 1.39 K.S.F. 0.93 K.S.F. about right side of footing <br />