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SHUTLER <br /> JOB <br /> mok ■ CONSULTING SHEET No. OF <br /> NM N 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 MQMENTS Page 1 <br /> Overturning Moment 214.00 Kip-feet <br /> Slab Dead Load 8.60 Kips <br /> Footing Dimensions Wall Dimensions <br /> Width 3.00 Feet Height 20.00 Feet <br /> Depth 18.00 Inches Length 34.50 Feet <br /> Footing Extension -- Left 1.00 Feet Thickness 0.00 Inches <br /> Footing Extension -- Right 1.00 Feet Concrete (Y/N) n <br /> Overall Footing Length 36.50 Feet Masonry(Wt.) 15.00 PSF <br /> Footing Weight 24.64 Kips Wall Weight 10.35 Kips <br /> Applied Loads: Distance** Mr(Left) Mr(Right) <br /> Wall Weight 10.35 Kips 17.25 Feet 189 189 Kip-feet <br /> Load 1 0.00 Kips 0.00 Feet 0 0 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 8.60 Kips 17.25 Feet 157 157 Kip-feet <br /> Footing Dead Load 24.64 Kips 17.25 Feet 450 450 Kip-feet <br /> Totals 44 Kips 795 795 Kip-feet <br /> ** Distance from left edge of wall !!! <br /> Total Weight Times (0.6-0.14Sds) 20 Kips Sds 1.075 <br /> Mr(Left)Times (0.6-0.14Sds) 358 Kip-feet <br /> Mr(Right) Times (0.6-0.14Sds) 358 Kip-feet <br /> 0.6-0.14Sds Full Values <br /> X- Bar(Left) 7.33 Feet 13.34 Feet <br /> X- Bar(Right) 7.33 Feet 13.34 Feet <br /> Soil Bearing: <br /> Left 0.59 K.S.F. 0.72 K.S.F. Moments sumed <br /> Right 0.00 K.S.F. 0.08 K.S.F. about left side of footing <br /> • <br /> Left 0.00 K.S.F. 0.08 K.S.F. Moments sumed <br /> Right 0.59 K.S.F. 0.72 K.S.F. about right side of footing <br /> A. <br /> /t )T' . /0 4 ( .h') de s <br />