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ra° SEIZuli <br /> 16,..00.14.C..10010.0.1PROJECT Cross Dock <br /> MATERIAL HANDLING ENGINEERING FOR Tuff Shed <br /> TEL:(909)869-0989 SHEET NO. 32 <br /> 1130 E.CYPRESS STREET,COVINA,CA 91724 CALCULATED BY TC <br /> DATE 6/11/2024 <br /> CHECK SLAB AND SOIL:SINGLE SIDE <br /> Pmax= 3,850 LB Mseis.= 61,069 IN-LB <br /> f't= 5*(6*(fc)^0.5 <br /> = 5*0.55*(3000 PSI)^0.5 <br /> = 151 PSI <br /> P <br /> Sconc.= b*t^2/6 <br /> = 1*(6 IN)"2/6 <br /> = 6.00 IN"3 <===PER INCH <br /> III M <br /> Mconc.= (FsoiI/144* I^2)/2 <br /> f't= Mconc./Sconc. <br /> = ((Fsoil/144*IA2)/2)/6 IN^3 <br /> ___ ill=116 __ <br /> 1^2= 288*6 IN^3* 150.6 PSI/Fsoil <br /> = 260.2 INA2 <br /> I <br /> 1= 19.1 1N `_ <br /> `\fa= Pmax/Area <br /> = 3850 LB*144/(156 IN*50 IN) <br /> = 71 PSF t= 6.0 IN <br /> f'c= 3,000 PSI <br /> fb= Mseis/Sx 0= 0.55 <br /> = 61069 IN-LB*6*144/[(156 IN)^2*50 IN) Fsoil= 1,000 PSF <br /> = 43 PSF BASE LENGTH= 112.00 IN <br /> BASE WIDTH= 6 IN <br /> Fallow= 1,000 PSF A= 156.0 IN <br /> B= 50.0 IN <br /> COMBINED STRESS <br /> / <br /> fa+fb= 114 PSF <Fallow,OK <br /> B 7'I I- <br /> 1 A ,' <br />