Laserfiche WebLink
A= 11=1 SHUTLER JOB <br /> _ • CONSULTING SHEET No. tj-!/ OF <br /> i 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 84.60 Kip-feet <br /> Slab Dead Load 7.90 Kips <br /> Footing Dimensions Wall Dimensions <br /> Width 3.00 Feet Height 19.00 Feet <br /> Depth 18.00 Inches Length 31.50 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 33.50 Feet Masonry(Wt.) 15.00 PSF <br /> Footing Weight 22.61 Kips Wall Weight 8.98 Kips <br /> Applied Loads: Distance** Mr(Left) Mr(Right) <br /> Wall Weight 8.98 Kips 15.75 Feet 150 150 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 7.90 Kips 15.75 Feet 132 132 Kip-feet <br /> Footing Dead Load 22.61 Kips 15.75 Feet 379 379 Kip-feet <br /> Totals 39 Kips 661 661 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) 297 Kip-feet <br /> Mr (Right)Times (0.6-0.14Sds) 297 Kip-feet <br /> 0.6-0.14Sds Full Values <br /> X- Bar(Left) 11.98 Feet 14.61 Feet <br /> X- Bar(Right) 11.98 Feet 14.61 Feet <br /> Soil Bearing: <br /> Left 0.33 K.S.F. 0.54 K.S.F. Moments sumed <br /> Right 0.03 K.S.F. 0.24 K.S.F. about left side of footing <br /> Left 0.03 K.S.F. 0.24 K.S.F. Moments sumed <br /> Right 0.33 K.S.F. 0.54 K.S.F. about right side of footing <br /> Li <br /> r /UPt-- Sa xe A r -z. 61 <br /> 1, -- 1 51( ' ')( . of O) .z , 7f) <br />