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PROJECT Pace Supply <br />FOR The Beacon Group <br />SHEET NO. <br />CALCULATED BY <br />DATE <br />CHECK SLAB AND SOIL: DOUBLE SIDE, DOUBLE SIDES LOADED <br />Pmax=10,500 LB Mseis.=210,183 IN‐LB <br /> PSI)^0.5 <br /> PSI <br /> IN)^2/6 <br /> IN^3  PER INCH <br /> * l^2)/2 * 144  <br /> x l^2)/2 * 144 * 6 IN^3 <br /> * 6 IN^3 * 150.6 PSI/Fsoil <br /> IN^2 <br /> IN <br /> LB*144/(150 IN * 46 IN) <br /> PSF  IN <br /> PSI <br /> IN‐LB*6*144/[(150 IN)^2*46 IN) PSF <br /> PSF  LENGTH= IN <br /> WIDTH= IN <br /> = PSF  IN <br /> IN <br /> STRESS <br />fa + fb= 394 PSF < Fallow, OK <br /> STABILITY <br /> FTG. = LB <br /> = LB <br /> = / Wtotal <br /> IN <br /> =0.10 <  1/3  STABLE <br />B <br />l <br />l <br />ll <br />M <br />P <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869‐0989 <br />1130 E. CYPRESS STREET, COVINA, CA 91724 <br />INC. <br />SEIZMIC <br />3421 W Segerstrom Ave - <br />10111647610/31/2023