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MEI AIM SHUTLER JOB <br /> • _ • CONSULTING SHEET No. l/qf OF <br /> W CALCULATED BY <br /> 12503 Bel-Red Road,Suite 100 DATE <br /> l 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 151.00 Kip-feet <br /> Slab Dead Load 5.00 Kips <br /> Footing Dimensions Wall Dimensions <br /> Width 5.50 Feet Height 19.00 Feet <br /> Depth 24.00 Inches Length 10.00 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 18.00 Feet Masonry (Wt.) 15.00 PSF <br /> Footing Weight 29.70 Kips Wall Weight 2.85 Kips <br /> Applied Loads: Distance** Mr(Left) Mr(Right) <br /> Wall Weight 2.85 Kips 5.00 Feet 26 26 Kip-feet <br /> Load 1 3.40 Kips 5.00 Feet 31 31 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 5.00 Kips 5.00 Feet 45 45 Kip-feet <br /> Footing Dead Load 29.70 Kips 5.00 Feet 267 267 Kip-feet <br /> Totals 41 Kips 369 369 Kip-feet <br /> ** Distance from left edge of wall !!! <br /> Total Weight Times (0,6-0.14Sds) 18 Kips Sds 1.075 <br /> Mr(Left)Times (0.6-0.14Sds) 166 Kip-feet <br /> Mr(Right)Times (0.6-0.14Sds) 166 Kip-feet <br /> 0.6-0.14S,,, Full Values <br /> X- Bar(Left) 0.80 Feet 5.31 Feet <br /> X- Bar(Right) 0.80 Feet 5.31 Feet <br /> Soil Bearing: <br /> Left 2.80 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 2.80 K.S.F. 0.93 K.S.F. about right side of footing <br />