Calculators Created by Rudrani Tidke

Verified Bending Moment When Stress is Applied at Point y in a Curved Beam

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Verified Cross-Sectional Area When Stress is Applied at Point y in a Curved Beam

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Verified Stress at Point y for Curved Beam as defined in the Winkler-Bach theory

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Created Bending moment for known strain energy

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Created Deformation length for given strain energy

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Created Length over which Deformation Takes Place in terms of Strain Energy in Shear

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Created Length over which Deformation takes Place when the Strain Energy in Torsion is provided

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Created Modulus of Elasticity with given strain energy

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Created Moment of inertia for known strain energy

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Created Polar Moment of Inertia when Strain Energy in Torsion is Given

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Created Shear Area in terms of Strain Energy in Shear

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Created Shear Load when Strain Energy in Shear is Given

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Created Shear Modulus of Elasticity in terms of Strain Energy in Shear

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Created Shear Modulus of Elasticity when Strain Energy in Torsion is Given

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Created Strain energy for pure bending when beam rotates in one end

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Created Strain Energy in Bending

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Created Strain Energy in Shear

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Created Strain Energy in Shear in terms of Shear Deformation

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Created Strain Energy in Torsion when Angle of Twist is established

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Created Strain Energy in Torsion when Polar MI and Shear Modulus of Elasticity is Given

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Created Torque when Strain Energy in Torsion is Given

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1 More Strain Energy in Structural Members Calculators

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Created Allowable Compressive Stress for Aluminium Columns

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Created Allowable Compressive Stress for Aluminium Columns when Column Yield Stress is Given

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Created Length of Column when Allowable Compressive Stress for Aluminium Columns is Given

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Created Radius of Gyration of Column in terms of Allowable Compressive Stress for Aluminium Columns

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Created Transition from Long to Short Column Range

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Verified Height of Drop in terms of Allowable Load for Steam Hammer Driven Piles

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Verified Weight of Hammer when Allowable Load for Drop Hammer Driven Piles is Given

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4 More Allowable Load on Piles Calculators

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Verified Base Plate Thickness

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Verified Equivalent Cantilever Dimension

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4 More Allowable Stress Design Calculators

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Verified Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling

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4 More Axially Loaded Steel Columns Design Calculators

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Created Equipment Total Cooling Load

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11 More Basics Calculators

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Verified Bending Moment of Simply Supported Beams with Uniformly Varying Load

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17 More Beam Moments Calculators

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Verified Deflection for Deck Beam when Load is Distributed

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Created Deflection for Even Legged Angle when Load in Middle

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Created Deflection for Even Legged Angle when Load is Distributed

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Created Deflection for Hollow Cylinder when Load in Middle

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Created Deflection for Hollow Cylinder when Load is Distributed

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Created Deflection for Hollow Rectangle When Load in Middle

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Created Deflection for Hollow Rectangle when Load is Distributed

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Verified Deflection for I Beam when Load in Middle

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Verified Deflection for I Beam when Load is Distributed

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Created Deflection for Solid Cylinder when Load in Middle

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Created Deflection for Solid Cylinder when Load is Distributed

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5 More Calculation of Deflection Calculators

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Verified Distance from Neutral Axis to Tensile Reinforcing Steel in terms of Unit Stress

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Verified Moment of Inertia in terms of Unit Stress in Tensile Reinforcing Steel

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Verified Unit Stress in Tensile Reinforcing Steel

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10 More Check for Stress in Beams Calculators

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Created Area of the Base Plate when Nominal Bearing Strength is Given

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Created Area of the Supporting Concrete when Nominal Bearing Strength is Given

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Created Base Plate Thickness when Projection of Base Plate Beyond Flange and Perpendicular to Web is Given

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Created Base Plate Thickness when Projection of Base Plate Beyond the Flange and Parallel to Web is Given

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Created Factored Load when Base Plate Area is Given

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Created Nominal Bearing Strength of the Concrete

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Created Projection of Base Plate Beyond the Flange and Parallel to Web

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Created Projection of Base Plate Beyond the Flange and Perpendicular to Web

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Created Required Area of a Base Plate for a Factored Load

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Created Specified Compressive Strength of Concrete in terms of Nominal Bearing Strength

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Created Width Parallel to the Flanges

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Verified Allowable Unit Stress at Angle to Grain

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6 More Columns Calculators

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Created Critical Slenderness Ratio for Aluminium Columns

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Created Critical Slenderness Ratio for Cast Iron Columns

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Created Ultimate Load per Area for Aluminium Columns

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Created Ultimate Load per Area for Aluminium Columns in terms of Allowable Load and Section Area

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Created Ultimate Load per Area for Cast Iron Columns

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Verified Deflection for Axial Compression and Bending

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Verified Deflection for Transverse Loading in terms of Deflection for Axial Bending

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Verified Maximum Stress For Short Beams when Deflection is Large

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Verified Neutral Axis Moment of Inertia given Maximum Stress For Short Beams

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Verified Neutral Axis to Outermost Fiber Distance given Maximum Stress For Short Beams

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16 More Combined Axial and Bending Loads Calculators

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Verified Condition for Maximum Moment in Interior Spans of Beams

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3 More Continuous Beams Calculators

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Created Air infiltration rate into room (CFM)

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Created Average outside temperature on design day

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Created Cooling load for roof, wall or glass in terms of Corrected Cooling Load Temperature Difference

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Created Cooling load from lighting

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Created Cooling load Heat Gain through windows

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Created Corrected Cooling Load Temperature Difference when Cooling Load Temperature Difference is given

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Created Duct Heat Gain

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Created Heat gain through partition, floor, or ceiling

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Created Solar radiation cooling load for glass

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Created Total Cooling Load due to Equipment

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Created Total heat removed from ventilation air

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Verified Absolute Volume of the Component

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Verified Weight of Mixing Water in Batch when Water Cementitious Ratio is Given

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4 More Design Mix Concrete Calculators

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Verified Tensile Stress in Hollow Shaft When Subjected to Axial Force

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22 More Design of Hollow Shaft Calculators

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Created Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408

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Created Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408

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Created Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given

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Created Concrete Compressive Strength in terms of Total Allowable Axial Load

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Created Gross Cross-Sectional Area of Column when Total Allowable Axial Load is Given

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Created Spiral Reinforcement Yield Strength in terms of Spiral Volume to Concrete Core Volume Ratio

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Created Spiral Volume to Concrete-Core Volume Ratio

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Created Total Allowable Axial Load for Short Columns

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Created Circle Diameter in terms of Axial Load for Spiral Columns

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Created Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given

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Created Column Diameter in terms of Maximum Permissible Eccentricity for Spiral Columns

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Created Longitudinal Reinforcement Area in terms of Axial Load for Spiral Columns

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Created Maximum Permissible Eccentricity for Spiral Columns

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Created Maximum Permissible Eccentricity for Tied Columns

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Created Reinforcement Yield Strength when Axial Load for Spiral Columns is Given

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6 More Design Under Axial Compression with Biaxial Bending Calculators

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Verified Cross-Sectional Area in terms of Radius of Gyration in Eccentric Loading

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Verified Deflection in Eccentric Loading

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Verified Distance from YY to outermost fiber when Total Stress is Given where Load doesn't lie on Plane

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Verified Moment of Inertia in terms of Radius of Gyration in Eccentric Loading

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Verified Radius of Gyration in Eccentric Loading

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15 More Eccentric Loading Calculators

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Created Length of Rectangular Section Under Compression

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Created Maximum Stress For a Rectangular Section Under Compression

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Created Maximum Stress For Circular Cross Section

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Created Maximum Stress For Circular Section Under Compression

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Created Maximum Stress For Rectangular Cross Section

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Created Radius of the Kern for a Circular Ring

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Created Radius of the Kern for a Hollow Square

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Created Theoretical Maximum Stress for ANC Code 2017ST Aluminium

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Created Theoretical Maximum Stress for ANC Code Alloy Steel Tubing

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Created Theoretical Maximum Stress for ANC Code Spruce

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Created Theoretical Maximum Stress for Johnson Code Steels

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Created Theoretical Maximum Stress for Secant Code Steels

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1 More Eccentric Loads on Columns Calculators

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Created Axial Buckling Load for Warped Section

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Created Cross-Sectional Area given Axial Buckling Load for Warped Section

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Created Cross-Sectional Area given Critical Buckling Load for Pin Ended Columns

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Created Cross-Sectional Area given Elastic Critical Buckling Load

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Created Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given

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Created Elastic Critical Buckling Load

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Created Polar Moment of Inertia for Axial Buckling Load for warped section

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Created Polar Moment of Inertia for Pin Ended Columns

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Created Radius of Gyration of Column given Elastic Critical Buckling Load

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Created Torsional Buckling Load for Pin Ended Columns

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2 More Elastic Flexural Buckling of Columns Calculators

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Verified Critical Bending Moment for Simply Supported Open Section Beam

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Verified Critical Bending Moment for Simply Supported Rectangular Beam

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Verified Elasticity Modulus given Critical Bending Moment of Rectangular Beam

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Verified Minor Axis Moment of Inertia for Critical Bending Moment of Rectangular Beam

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Verified Minor Axis Moment of Inertia in terms of Critical Bending Moment of Simply Supported Open Beam

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Verified Shear Elasticity Modulus for Critical Bending Moment of Rectangular Beam

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Verified Shear Elasticity Modulus in terms of Critical Bending Moment of Simply Supported Open Beam

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Verified Unbraced Member Length when Critical Bending Moment of Rectangular Beam is Given

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5 More Elastic Lateral Buckling of Beams Calculators

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Created Beam Effective Depth given the Bond Stress on Bar Surface

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Created Bond Stress on Bar Surface

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Created Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given

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Created Total Shear in terms of Bond Stress on Bar Surface

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Verified Allowable Compressive Stress Parallel to Grain for Intermediate Columns

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3 More Forest Products Laboratory Recommendations Calculators

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Verified Correction Factor Nc for Rectangle

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Verified Maximum Bearing Pressure for Eccentric Loading Conventional Case

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Verified Net Bearing Capacity for Undrained Loading of Cohesive Soils

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8 More Foundation Stability Analysis Calculators

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Verified Allowable Bearing Pressure on Rock when Allowable Design Load is Given

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Verified Efficiency Factor for a Group of Piles

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Verified Group Drag Load in Pile Group Analysis

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3 More Group of Piles Calculators

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Created Latent cooling load for ventilation air

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Created Latent Heat Gain from people

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Created Latent Heat Gain per person in terms of Latent Heat Gain from people

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Created Euler's Formula for Critical Buckling Load

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Created Euler's Formula for Critical Buckling Load when Area is Given

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Verified Bending Moment given Maximum Shear Stress

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Verified Diameter of the Shaft given Principle Shear Stress Maximum Shear Stress Theory

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7 More Maximum Shear Stress Theory Calculators

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Created De Broglie Wavelength

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Created Maximum kinetic energy of ejected photo-electron

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Created Photon's Energy in terms of Frequency

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Created Photon's Energy in terms of Wavelength

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Created Photon's Momentum in terms of Energy

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Created Photon's Momentum in terms of Wavelength

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Created Stopping Potential

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Created Threshold frequency in photoelectric effect

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Created Greatest Safe Load for Channel or Z Bar when Load is at Middle

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Created Greatest Safe Load for Channel or Z Bar when Load is Distributed

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Created Greatest Safe Load for Even Legged Angle when Load is Distributed

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Created Greatest Safe Load for Even Legged Angle when Load is in Middle

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Created Greatest Safe Load for Hollow Cylinder when Load in Middle

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Created Greatest Safe Load for Hollow Cylinder when Load is Distributed

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Created Greatest Safe Load for Hollow Rectangle when Load is Distributed

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Verified Greatest Safe Load for I Beam when Load in Middle

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Verified Greatest Safe Load for I Beam when Load is Distributed

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Created Greatest Safe Load for Solid Cylinder when Load in Middle

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Created Greatest Safe Load for Solid Cylinder when Load is Distributed

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5 More Safe Loads Calculators

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Created Sensible Cooling load due to Equipment

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Created Sensible Cooling Load due to infiltrating air

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Created Sensible Cooling load from ventilation air

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Created Sensible Cooling Load Heat Gain through Structure

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Created Sensible Heat Gain from people

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Created Sensible Heat Gain per people in terms of Sensible Heat Gain from people

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Verified Average Standard Penetration Resistance when Shaft Resistance Stress is Given

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1 More Shaft Resistance in Cohesion less Soils Calculators

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Verified Average Ultimate Skin-Friction Stress in Tension on Failure Plane

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Verified Ultimate Resistance for Bearing Capacity Solution

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3 More Shaft Settlement Calculators

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Verified Cross-Sectional Area of Web Reinforcement

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Verified Effective Depth of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam

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Verified Shear Carried by Concrete in terms of Cross-Sectional Area of Web Reinforcement

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Verified Total Shear in terms of Cross-Sectional Area of Web Reinforcement

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Verified Width of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam

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2 More Shear and Diagonal Tension in Beams Calculators

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Created Smallest Moment of Inertia Allowable at Worst Section for Cast Iron

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Created Smallest Moment of Inertia Allowable at Worst Section for Low Carbon Steel

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Created Smallest Moment of Inertia Allowable at Worst Section for Medium Carbon Steel

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Created Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron

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Verified Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length

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15 More Simply Supported Beam Calculators

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Verified Depth of Roof and Floor Slabs

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Verified Width of Beam in terms of Stress in Concrete

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7 More Singly Reinforced Rectangular Sections Calculators

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Created Load Reduction Factor when the Ends of the Column are Fixed

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Created Load Reduction Factor when the Member is Bent in a Single Curvature

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Created Radius of Gyration for Fixed End Columns in terms of Load Reduction Factor

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Created Radius of Gyration for Single Curvature Bent Member in terms of Load Reduction Factor

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Created Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given

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Created Unsupported Column Length for Single Curvature Bent Member when Load Reduction Factor is Given

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Verified Enthalpy at point 1 in terms of Liquid enthalpy at point 1

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Verified Enthalpy at point 4 if Liquid enthalpy at point 4 is given

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Verified Entropy at point 1

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Verified Entropy at point 2

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6 More Theoretical Vapour compression cycle with Dry Saturated vapour after compression Calculators

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Verified Ultimate Tip Load for Piles Installed in Cohesive Soils

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Verified Ultimate Tip Load for Piles Installed in Cohesive Soils when Undrained Soil Shear Strength is Given

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1 More Toe Capacity Load Calculators

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Verified Shaft Diameter given Angle of Twist in Shaft

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4 More Torsional Rigidity Calculators

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Created 28-day Concrete Compressive Strength given Column Ultimate Strength

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Created Column Ultimate Strength with Zero Eccentricity of Load

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Created Eccentricity for Balanced Condition for Short, Circular Members

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Created Eccentricity of Slender Columns

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Created Magnified Moment when Eccentricity of Slender Columns is Given

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Created Ultimate Strength for No Compression Reinforcement

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Created Ultimate Strength for Short, Circular Members when Controlled by Tension

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Created Ultimate Strength for Short, Circular Members when Governed by Compression

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Created Ultimate Strength for Short, Square Members when Controlled by Tension

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Created Ultimate Strength for Short, Square Members when Governed by Compression

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Created Ultimate Strength for Symmetrical Reinforcement

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Created Ultimate Strength for Symmetrical Reinforcement in Single Layers

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Created Yield Strength of Reinforcing Steel in terms of Column Ultimate Strength

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5 More Ultimate Strength Design of Concrete Columns Calculators

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Verified Bending Moment About Axis XX in terms of Maximum Stress in Unsymmetrical Bending

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Verified Maximum Stress in Unsymmetrical Bending

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Verified Moment of Inertia About XX when Maximum Stress in Unsymmetrical Bending is Given

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4 More Unsymmetrical Bending Calculators

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Verified Negative Moment at Exterior Face of First Interior Support for More Than Two Spans

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Verified Negative Moment at Exterior Face of First Interior Support for Two Spans

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Verified Negative Moment at Other Faces of Interior Supports

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Verified Shear Force at All Other Supports

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Verified Shear Force in End Members at First Interior Support

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5 More Use of Moment Coefficients Calculators

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List of Calculators by Rudrani Tidke