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Page 7 <br />= 1.2(8.5)+1.6(5.4) <br />D=8.5 k <br />L=5.4 k <br />18.84 kip <br />transfered to new grade <br />beam; connecting the (E) pad <br />ftg and grade beam using <br />dowels with epoxy plus the <br />(E) rebar left in place after <br />remove partially (E) pad ftg <br />strip. <br />The dead and live load <br />transfered to new grade beam <br />are used in the foundation <br />design of new grade beam. <br />13.25" <br />SQ. 3'-6" <br />28.75" <br />(5) <br />3882 lbs <br />19410 lbs = 19.41 kip > Pu= 18.84 kip <br />OK! <br />2701 W McFadden Ave <br />#F-I2/6/2025