Concrete Calculators

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Concrete
11 Concrete Categories Beams, Columns and Other Members Design Methods Braced and Unbraced Frames Column Moments Deflection Computations and Concrete Beams Criteria Flat Plate Construction Shear Walls Spirals Tensile Strength of Concrete Ultimate Strength Design for Torsion Working Stress Design for Torsion Working Stress Design of Tension Reinforced Rectangular Beams
Concrete Calculators Gel-Space Ratio for Complete Hydration Go Modulus of Elasticity of Concrete Go Modulus of Rupture of rectangular sample in four-point bending Go Modulus of Rupture of rectangular sample in three-point bending Go Target Mean Strength for Mix Design Go Volume of Empty Capillary Pores Go Volume of products of hydration per unit of dry cement Go

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ConcreteGel-Space Ratio for Complete Hydration
Modulus of Elasticity of Concrete
Modulus of Rupture of rectangular sample in four-point bending
Modulus of Rupture of rectangular sample in three-point bending
Target Mean Strength for Mix Design
Volume of Empty Capillary Pores
Volume of products of hydration per unit of dry cement
Beams, Columns and Other Members Design MethodsBeamsStraight Beam Deflection
Tapered beam deflection for mid-span concentrated load
Tapered beam deflection for uniformly distributed load
Shear and Diagonal Tension in BeamsCross-Sectional Area of Web Reinforcement
Effective Depth given Cross-Sectional Area of Web Reinforcement
Effective Depth of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam
Shear Carried by Concrete in terms of Cross-Sectional Area of Web Reinforcement
Stirrups Spacing given Cross-Sectional Area of Web Reinforcement
Total Shear given Cross-Sectional Area of Web Reinforcement
Width of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam
Braced and Unbraced FramesLoad Bearing Walls28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given
Axial Capacity of Wall
Wall Section Gross Area given Axial Capacity of Wall
Column MomentsDesign Shear given Shear Friction Reinforcement Area
Eccentricity of Shear
Reinforcement Yield Strength given Shear Friction Reinforcement Area
Shear Friction Reinforcement Area
Deflection Computations and Concrete Beams CriteriaCracking Moment for Reinforced Concrete Beams
Distance from Centroidal Axis given Cracking Moment
Moment of Inertia of Gross Concrete Section given Cracking Moment
Flat Plate ConstructionClear span in direction moments given total static design moment
Concrete Column Elasticity Modulus using Flexural Stiffness
Moment of Inertia of Centroidal Axis given Flexural Stiffness
Strip width given total static design moment
Total Static Design Moment in Strip
Uniform design load per unit of slab area when total static design moment is given
Shear WallsConcrete Strength given Shear Force
Maximum Shear Strength
Minimum Horizontal Reinforcement
Nominal Shear Stress
Total Design Shear Force given Nominal Shear Stress
Wall Horizontal Length given Nominal Shear Stress
Wall Overall Thickness given Nominal Shear Stress
Spirals28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given
Spiral Steel Yield Strength when Volume of Spiral Steel to Concrete Core Ratio is Given
Volume of Spiral Steel to Volume of Concrete Core Ratio
Tensile Strength of ConcreteSplitting tensile strength of concrete
Ultimate Strength Design for TorsionArea of one leg of closed stirrup given shear reinforcement area
Maximum allowable torsion
Maximum concrete torsion
Maximum ultimate torsion for torsion effects
Shear reinforcement area
Spacing of closed stirrups for torsion
Working Stress Design for TorsionMaximum Torsion due to service load for torsion effects
Spacing of closed stirrups for torsion under working stress design
Working Stress Design of Tension Reinforced Rectangular BeamsAllowable ShearAllowable Stress in Stirrup Steel given Area in Legs of Vertical Stirrup
Area Required in Legs of Vertical Stirrup
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given
Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given
Excess Shear given Area in Legs of Vertical Stirrup
Excess Shear given Vertical Stirrup Leg Area
Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances
Nominal Unit Shear Stress
Shear given Nominal Unit Shear Stress
Stirrups Spacing using Area in Legs of Vertical Stirrup
Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances
Vertical Stirrup Leg Area
Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances

List of Concrete Calculators

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