For Slab Subjected to Interior Concentrated Post or Wheel Loading Assuming Slab is Reinforced for Shrinkage and Temperature Only Input Data Slab Thickness, t = in. Concrete Strength, f 'c = '.$i.' '; }?> psi Conc. Unit Weight, wc = pcf Reinforcing Yield, fy = '.$arr[$i].' '; }?> psi Subgrade Modulus, k = pci Concentrated Load, P = lbs. Contact Area, Ac = in.^2 Factor of Safety, FS = pci Dowel Bar Dia., db = '.$i.' Dowel Bar Spacing, s = in. Joint Width, z = in. Joint Spacing, L = ft. Temperature Range, DT = deg. Increase for 2nd Wheel, i =%. Result: Check Slab Flexural Stress: Effective Load Radius, a = in. A = SQRT(Ac/p) Modulus of Elasticity, Ec = psi Ec = 33*wc^1.5*SQRT(f 'c) Modulus of Rupture, MR = psi MR = 9*SQRT(f 'c) Cracking Moment, Mr = ft-k/ft. Mr = MR*(12*t^2/6)/12000 (per 1' = 12' width) Poisson's Ratio, m = m = 0.15 (assumed for concrete) Radius of Stiffness, Lr = in. Lr = (Ec*t^3/(12*(1-m^2)*k))^0.25 Equivalent Radius, b = in. 1 Load: fb1(actual) = psi fb1(actual) = 3*P*(1+m)/(2*p*t^2)*(LN(Lr/b)+0.6159) (Ref. 1) 2 Loads: fb2(actual) = psi fb2(actual) = Fb(allow) = psi Fb(allow) = MR/FS Check Slab Bearing Stress: fp(actual) = psi fp(actual) = P/Ac Fp(allow) = psi Fp(allow) = 4.2*MR Check Slab Punching Shear Stress: bo = in. Furthermore do you know any approximate sizes of ground bearing slabs in relation to soil strength so I could have an idea in the future. Ground bearing slab design. CONCRETE SLABS ON GRADE. PROBLEM Slab-on-ground is a well-used. Concrete bearing and shear stresses for CUPOLEX® slabs are computed using Design Methods to see. • With equivalent load bearing capacity. CUPOLEX® Concrete Slab CUPOLEX® Forms. CUPOLEX – Slab on Ground Solution 4 Design And. Design Guide and Specifications. Online Concrete Slab on Grade Analysis Calculator For Slab Subjected to Interior Concentrated. Check Slab Bearing Stress: fp. 'Design of Slabs-on-Ground'. Bo = 4*SQRT(Ac) (assumed shear perimeter) fv(actual) = psi fv(actual) = P/(t*(bo+4*t)) Fv(allow) = psi Fv(allow) = 0.27*MR Shrinkage and Temperature Reinf.:(assuming subgrade drag method) Friction Factor, F = F = 1.5 (assumed friction factor between subgrade and slab) Slab Weight, W = psf W = wc*(t/12) Reinf. Stress, fs = psf fs = 0.75*fy As = in.^2/ft. As = F*L*W/(2*fs) Determine Estimated Crack Width:(assuming no use of stabilized or granular subbase) Slab-base Frict. Adjust., C = C = 1.0 (assumed value for no subbase) Thermal Expansion, a = in./in./deg a = 5.5x10^(-6) (assumed thermal expansion coefficient) Shrinkage Coefficient, e = in./in. E = 3.5x10^(-4) (assumed coefficient of shrinkage) Est. Crack Width, DL = in. DL = C*L*12*(a*DT+e) Check Bearing Stress on Dowels at Construction Joints with Load Transfer. Le = 1.0*Lr = applicable dist. Each side of critical dowel Effective Dowels, Ne = bars Ne = 1.0+2*S(1-d(n-1)*s/Le) (where: n = dowel #) Joint Load, Pt = lbs. Pt = 0.50*P (assumed load transferred across joint) Critical Dowel Load, Pc = lbs. Pc = Pt/Ne Mod. Of Dowel Suppt., kc = psi kc = 1.5x10^6 (assumed for concrete) Mod. Of Elasticity, Eb = psi Eb = 29x10^6 (assumed for steel dowels) Inertia/Dowel Bar, Ib = in.^4 Ib = p*db^4/64 Relative Bar Stiffness, b = b = (kc*db/(4*Eb*Ib))^(1/4) fd(actual) = psi fd(actual) = kc*(Pc*(2+b*z)/(4*b^3*Eb*Ib)) Fd(allow) = psi Fd(allow) = (4-db)/3*f 'c Min. For single interior load: t(min) = in. Set Fb(allow) = 3*P*(1+m)/(2*p*t^2)*(LN(Lr/b)+0.6159) (Ref. For single corner load: t(min) = in. We only carry genuine parts including all Honda CR-V parts and. Our giant inventory of OEM Honda CRV parts has everything. Honda CR-V Glove Box. Parts manual key box honda crv. Set Fb(allow) = 3*P/t^2*(1-(1.772*a/Lr)^(0.72)) (Ref. For single edge load (circular area): t(min) = in. SSet Fb(allow) = 3*(1+m)*P/(p*(3+m)*t^2)*(LN(Ec*t^3/(100*k*a^4))+1.84-4*m/3+(1-m)/2+1.18*(1+2*m)*a/Lr) (Ref. For single edge load (semi-circular area): t(min) = in. Set Fb(allow) = 3*(1+m)*P/(p*(3+m)*t^2)*(LN(Ec*t^3/(100*k*a^4))+3.84-4*m/3+(1+2*m)*a/(2*Lr)) (Ref. 1) References: 1. 'Load Testing of Instumented Pavement Sections - Improved Techniques for Appling the Finite Element Method to Strain Predition in PCC Pavement Structures' - by University of Minnesota, Department of Civil Engineering (submitted to MN/DOT, March 24, 2002) 2. 'Dowel Bar Opimization: Phases I and II - Final Report' - by Max L. Porter (Iowa State University, 2001) 3. ![]() Design Guide For Ground Bearing Slab'Design of Slabs-on-Ground' - ACI 360R-06 - by American Concrete Institute (2006) 4. 'Slab Thickness Design for Industrial Concrete Floors on Grade' (IS195.01D) - by Robert G. Packard (Portland Cement Association, 1976) 5. 'Streses and Stains in Rigid Pavements' (Lecture Notes 3) - by Charles Nunoo, Ph.D., P.E. (Florida International University, Miami FL - Fall 2002) Note: there will be a few situations where certain combinations of the Concentrated Load, P, Subgrade Modulus, k, and Contact Area, Ac, result in a #N/A error message and thus no solution for the minimum slab thickness, t(min), for one or more of the equations listed above.
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