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Stturai <br /> Loon is <br /> ngineering <br /> 1200 N.Jefferson Ste,Ste F Anaheim.CA 92807 Tel.714.632.7330 Fax:714.632.7763 <br /> By: BOB S Project:.BOEING Project# P-051316-2LV <br /> Slab on Grade Configuration:REMSTAR SHUTTLE XP HD-500 <br /> Base Assembly P <br /> Base width=B= 4.00 in <br /> Base Length=D= 5.50 In <br /> Concrete <br /> fc= 2,500 psi • slab <br /> tslab=t= 12.0 In -� <br /> ph1=0= 0.60 II llllllll111111l1111llllllll0011lllllllllllllilllllllllllllllillllllllllll(II <br /> Soil <br /> fsoil= 500 psf ' L <br /> Movt= 607,974 in-lb SLAB ELEVATION <br /> Frame depth= 120,98 in <br /> #columns=N= 8 <br /> Load Case 1:Product+Seismic <br /> Product DL= 595 lb P-seismic=E= Movt/Frame depth. (Strength Design Loads) <br /> Product LL/post= 1,125 lb = 1,256 lb <br /> Puncture <br /> Pu= 1.2PDL+1.0PLL+1.0*E Fpunct= 2.66*phi*sgrt(fc) <br /> = 3,096 lb = 79.8 psi <br /> Apunct= [(B+t)+(D+t)]*2*t fv/Fv= Pu/(Apunct*Fpunct) <br /> = 80:4.0 In^2 = 0:05 <1.0 OK <br /> Slab Bending <br /> Asoil= (P*144)/(fsoil) L= (Asoil)^0.5 y= (B*D)^0.5+t*2 <br /> = 892 in^2 = 29:87 In = 28.7 in <br /> x (L-y)/2 M= w*xA2/2 S-slab= 1*t^2/6 <br /> = 0.6 In = (fsoil*x^2)/(144*2) = 24,0 inA3 <br /> Fb= 5*(phi)*(fc)^0.5 = 1 in-lb fb/Fb= M/(S-slab*Fb) <br /> = 150,psi = 0.00 <'1..0 OK <br /> Load Case 2:Static Loads <br /> PDL= 595 lb PLL= 1,125 lb <br /> Puncture <br /> Pu= 1,2*PDL+1.6*PLL Fpunct= 2'.66*phi*sgrt(fc) <br /> = 2,514 lb = 79.8 psi <br /> • Apunct= [(B+t)+(D+t)]*2*t fv/Fv= Pu/(Apunct*Fpunct) <br /> = 804 in^2 = 0.04 <1.0 OK <br /> Slab Bending <br /> Asoil= (Pu*144)/(fsoll) L= (Asoll)^0.5 y= (B*D)^0.5+t*2 <br /> = 724 InA2 = 26.91 In = 28.7 in <br /> x= (L-y)/2 M=•w*x^2/2 S-slab= '1*t^2/6 <br /> = 0.0 in = (fsoil*x^2)/(144*2) = 24.0 in^3 <br /> Fb= 5*(phi)*(fc)^0.5 = 0 in-lb fb/Fb= M/(S-slab*Fb) <br /> = 150.psi = 0.00 < 1.0,OK <br /> Page <br />