Concrete Calculators | List of Concrete Calculators

ConcreteBeams, Columns and Other Members Design MethodsBeamsBeams with Tensile and Compressive Reinforcing
Bond and Anchorage for Reinforcing Bars
Checking Stresses in Beams
Rectangular Beams with Tensile Reinforcing Only
Shear and Diagonal Tension in BeamsCross-Sectional Area of Web Reinforcement
Effective Depth of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam
Effective Depth when Cross-Sectional Area of Web Reinforcement is Given
Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given
Stirrups Spacing given Cross-Sectional Area of Web Reinforcement
Total Shear when Cross-Sectional Area of Web Reinforcement is Given
Width of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam
ColumnsCombined Bending and Compression
Long Columns
Short Columns with Ties
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 when Axial Capacity of Wall is Given
Cantilever Retaining Walls
Column MomentsDesign Shear when Shear Friction Reinforcement Area is Given
Eccentricity of Shear
Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given
Shear Friction Reinforcement Area
Concrete Gravity Retaining Walls
Continuous Beams and One Way Slabs
Crack Control of Flexural Members
Deflection Computations and Concrete Beams CriteriaCracking Moment for Reinforced Concrete Beams
Distance From the Centroidal Axis when Cracking Moment is Given
Moment of Inertia of Gross Concrete Section when Cracking Moment is Given
Flat Plate ConstructionClear span in direction moments given total static design moment
Concrete Column Elasticity Modulus when Flexural Stiffness is Given
Moment of Inertia about Centroidal Axis when Flexural Stiffness is Given
Strip width given total static design moment
Total static design moment in a strip
Uniform design load per unit of slab area when total static design moment is given
Flat Slab Construction
Job Mix Concrete Volume
Modulus of Elasticity of Concrete
Properties in the Hardened State
Required Strength
Shear in Slabs
Shear WallsConcrete Strength given Shear Force
Maximum Shear Strength
Minimum Horizontal Reinforcement
Nominal Shear Stress
Total Design Shear Force when Nominal Shear Stress is Given
Wall Horizontal Length when Nominal Shear Stress is Given
Wall Overall Thickness when Nominal Shear Stress is Given
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 Concrete
Tension Development Lengths
Ultimate Strength Design for TorsionArea of one leg of a closed stirrup when shear reinforcement area is given
Maximum allowable torsion
Maximum concrete torsion
Maximum ultimate torsion for torsion effects
Shear reinforcement area
Spacing of closed stirrups for torsion
Ultimate Strength Design of I and T Beams
Ultimate Strength Design of Rectangular Beams with Compression Bars
Ultimate Strength Design of Tension Reinforced Rectangular BeamsDevelopment of Tensile Reinforcement
Hooks on Bars
Moment Capacity
Shear Reinforcement
Wall Footings
Water Cementitious Materials Ratio
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 I and T Beams
Working Stress Design of Rectangular Beams with Compression Bars
Working Stress Design of Tension Reinforced Rectangular BeamsAllowable Bending Moment
Allowable ShearAllowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given
Area Required in Legs of a 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 Vertical Stirrup Leg Area
Excess Shear when Area in Legs of a Vertical Stirrup is Given
Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances
Nominal Unit Shear Stress
Shear when Nominal Unit Shear Stress is Given
Stirrups Spacing in terms of Area in Legs of Vertical Stirrup
Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances
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Concrete
29 Concrete Categories Beams, Columns and Other Members Design Methods Braced and Unbraced Frames Cantilever Retaining Walls Column Moments Concrete Gravity Retaining Walls Continuous Beams and One Way Slabs Crack Control of Flexural Members Deflection Computations and Concrete Beams Criteria Flat Plate Construction Flat Slab Construction Job Mix Concrete Volume Modulus of Elasticity of Concrete Properties in the Hardened State Required Strength Shear in Slabs Shear Walls Spirals Tensile Strength of Concrete Tension Development Lengths Ultimate Strength Design for Torsion Ultimate Strength Design of I and T Beams Ultimate Strength Design of Rectangular Beams with Compression Bars Ultimate Strength Design of Tension Reinforced Rectangular Beams Wall Footings Water Cementitious Materials Ratio Working Stress Design for Torsion Working Stress Design of I and T Beams Working Stress Design of Rectangular Beams with Compression Bars Working Stress Design of Tension Reinforced Rectangular Beams