You can target the Engineering ToolBox by using AdWords Managed Placements. For Slab Subjected to Interior Concentrated Post or Wheel Loading w = Maximum Allowable Stationary Live Load, k = Modulus of subgrade reaction, h = Thickness of slab, s = Allowable extreme fiber stress in tension, E = Modulus of elasticity. Some of our calculators and applications let you save application data to your local computer. Google use cookies for serving our ads and handling visitor statistics. 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) =

Easy and convenient to use and of great help to students and professionals. Free online Maximum Floor Live Load Capacity calculator. Calculate self weight of the concrete slabs; 3. 1).

Load capacities of simply supported concrete slabs: Imposed loads varies from approximately 1.5 kN/m2 (153 kg/m2) in domestic buildings to approximately 1 0 kN/m2 (1053 kg/m2) in heavy industrial areas. 1), 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. C = 0.80 for granular subbase

2. online free live maximum floor live load capacity is a great engineering tool to Joint Load, Pt = lbs. Assuming Slab is Reinforced for Shrinkage and Temperature Only, References: 1), Set Fb(allow) = 3*P/t^2*(1-(1.772*a/Lr)^(0.72)) (Ref. For those cases, the user would then manually iterate the Cookies are only used in the browser to improve user experience.       Method to Strain Predition in PCC Pavement Structures" - by University of Minnesota, Department of Civil      equations listed above. Disclaimer: This calculator is not intended to be used for the design of actual structures, but only for schematic (preliminary) understanding of structural design principals. For the design of an actual structure, a competent professional should be consulted.

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Note: direct solution for t(min) has been rounded up to nearest 1/4" thickness.      Load, P, Subgrade Modulus, k, and Contact Area, Ac, result in a #N/A error message Just remember to add some extra concrete to your total order because running short is not an option. AddThis use cookies for handling links to social media. (Florida International University, Miami FL - Fall 2002). Engineering ToolBox - Resources, Tools and Basic Information for Engineering and Design of Technical Applications! A concrete slab is designed using normal weight concrete with f'c= 4000 psi. Note : Pc = Pt/Ne: Mod.

You can target the Engineering ToolBox by using AdWords Managed Placements. For Slab Subjected to Interior Concentrated Post or Wheel Loading w = Maximum Allowable Stationary Live Load, k = Modulus of subgrade reaction, h = Thickness of slab, s = Allowable extreme fiber stress in tension, E = Modulus of elasticity. Some of our calculators and applications let you save application data to your local computer. Google use cookies for serving our ads and handling visitor statistics. 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) =

Easy and convenient to use and of great help to students and professionals. Free online Maximum Floor Live Load Capacity calculator. Calculate self weight of the concrete slabs; 3. 1).