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AIM 11M11 SHUTLER JOB <br /> • _ ■ CONSULTING SHEET No. ('/0 OF <br /> Mr M CALCULATED BY <br /> 12503 Bel-Red Road,Suite 100 DATE <br /> Bellevue,WA 98005 <br /> j (425)450-4075 * FAX(425)450-4076 SCALE <br /> SHEAR WALL FOOTING DESIGN FOR OVERTURNING MOMENTS Page 1 <br /> Overturning Moment 240.00 Kip-feet <br /> Slab Dead Load 3.75 Kips <br /> Footing Dimensions Wall Dimensions <br /> Width 5.50 Feet Height 20.00 Feet <br /> Depth 24.00 Inches Length 15.00 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 23.00 Feet Masonry(Wt.) 15.00 PSF <br /> Footing Weight 37.95 Kips Wall Weight 4.50 Kips <br /> Applied Loads: Distance** Mr(Left) Mr(Right) <br /> Wall Weight 4.50 Kips 7.50 Feet 52 52 Kip-feet <br /> Load 1 4.80 Kips 7.50 Feet 55 55 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 3.75 Kips 7.50 Feet 43 43 Kip-feet <br /> Footing Dead Load 37.95 Kips 7.50 Feet 436 436 Kip-feet <br /> Totals 51 Kips 587 587 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) 264 Kip-feet <br /> Mr(Right)Times (0.6-0.14Sds) 264 Kip-feet <br /> 0.6-0.14SH, Full Values <br /> X- Bar(Left) 1.03 Feet 6.79 Feet <br /> X- Bar(Right) 1.03 Feet 6.79 Feet <br /> Soil Bearing: <br /> Left 2.70 K.S.F. 0.91 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 2.70 K.S.F. 0.91 K.S.F. about right side of footing <br /> ) <br />