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Calculators Created by Rudrani Tidke

Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
151
Formulas Created
90
Formulas Verified
53
Across Categories

List of Calculators by Rudrani Tidke

Following is a combined list of all the calculators that have been created and verified by Rudrani Tidke. Rudrani Tidke has created 151 and verified 90 calculators across 53 different categories till date.
Allowable Design Loads for Aluminium Columns (5)
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 when Allowable Compressive Stress for Aluminium Columns is Given
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Created Transition from Long to Short Column Range
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Allowable Load on Piles (2)
Verified Height of Drop when Allowable Load for Steam Hammer Driven Piles is Given
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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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Allowable Stress Design (2)
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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Axial Load Capacity of Single Piles (1)
Verified Shaft Resistance when Allowable Load and Safety Factor is Given
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4 More Axial Load Capacity of Single Piles Calculators
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Axially Loaded Steel Columns Design (1)
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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Basics (1)
Created Total Cooling Load due to Equipment
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11 More Basics Calculators
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Beam Moments (1)
Verified Bending Moment of Simply Supported Beams with Uniformly Varying Load
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14 More Beam Moments Calculators
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Beams with Tensile and Compressive Reinforcing (2)
Verified Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given
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Verified Cross-Sectional Area of Compressive Reinforcing
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2 More Beams with Tensile and Compressive Reinforcing Calculators
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Bond and Anchorage for Reinforcing Bars (4)
Created Beam Effective Depth when Bond Stress on Bar Surface is Given
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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 when Bond Stress on Bar Surface is Given
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Checking Stresses in Beams (4)
Verified Distance from Neutral Axis to Tensile Reinforcing Steel when Unit Stress is Given
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Verified Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given
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Verified Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given
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Verified Unit Stress in Tensile Reinforcing Steel
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9 More Checking Stresses in Beams Calculators
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Column Base Plate Design (11)
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 when Nominal Bearing Strength is Given
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Created Width Parallel to the Flanges
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Columns (6)
Created Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given
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Created Concrete Compressive Strength when Total Allowable Axial Load is Given
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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 when Spiral Volume to Concrete Core Volume Ratio is Given
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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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Columns of Special Materials (5)
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
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Created Ultimate Load per Area for Cast Iron Columns
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Combined Axial and Bending Loads (5)
Verified Deflection for Axial Compression and Bending
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Verified Deflection for Transverse Loading when Deflection for Axial Bending is Given
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Verified Maximum Stress For Short Beams when Deflection is Large
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Verified Neutral Axis Moment of Inertia when Maximum Stress For Short Beams is Given
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Verified Neutral Axis to Outermost Fiber Distance when Maximum Stress For Short Beams is Given
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4 More Combined Axial and Bending Loads Calculators
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Combined Bending and Compression (7)
Created Circle Diameter when Axial Load for Spiral Columns is Given
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Created Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
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Created Column Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
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Created Longitudinal Reinforcement Area when Axial Load for Spiral Columns is Given
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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 Combined Bending and Compression Calculators
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Compression at Angle to Grain (1)
Verified Allowable Unit Stress at Angle to Grain
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Continuous Beams and One Way Slabs (5)
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 Continuous Beams and One Way Slabs Calculators
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Cooling Loads (20)
Created Air infiltration rate into room (CFM)
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Created Average outside temperature on a design day
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Created Cooling load for roof, wall or glass when Corrected Cooling Load Temperature Difference is given
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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 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 when Latent Heat Gain from people is given
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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 when Sensible Heat Gain from people is given
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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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Curved Beams (3)
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 a Curved Beam
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Design of Hollow Shaft (1)
Verified Tensile Stress in a Hollow Shaft When Subjected to Axial Force
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22 More Design of Hollow Shaft Calculators
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Eccentric Loading (5)
Verified Cross-Sectional Area when Radius of Gyration in Eccentric Loading is Given
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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 a Plane
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Verified Moment of Inertia when Radius of Gyration in Eccentric Loading is Given
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Verified Radius of Gyration in Eccentric Loading
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15 More Eccentric Loading Calculators
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Eccentric Loads on Columns (12)
Created Length of a Rectangular Section Under Compression
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Created Maximum Stress For a Circular Cross Section
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Created Maximum Stress For a Circular Section Under Compression
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Created Maximum Stress For a Rectangular Cross Section
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Created Maximum Stress For a Rectangular Section Under Compression
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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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Elastic Flexural Buckling of Columns (10)
Created Axial Buckling Load for a Warped Section
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Created Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given
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Created Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given
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Created Cross-Sectional Area when Elastic Critical Buckling Load is Given
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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 Pin Ended Columns
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Created Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given
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Created Radius of Gyration of Column when Elastic Critical Buckling Load is Given
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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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Elastic Lateral Buckling of Beams (8)
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 when Critical Bending Moment of Rectangular Beam is Given
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Verified Minor Axis Moment of Inertia when Critical Bending Moment of Rectangular Beam is Given
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Verified Minor Axis Moment of Inertia when Critical Bending Moment of Simply Supported Open Beam is Given
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Verified Shear Elasticity Modulus when Critical Bending Moment of Rectangular Beam is Given
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Verified Shear Elasticity Modulus when Critical Bending Moment of Simply Supported Open Beam is Given
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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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Forest Products Laboratory Recommendations (1)
Verified Allowable Compressive Stress Parallel to Grain for Intermediate Columns
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4 More Forest Products Laboratory Recommendations Calculators
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Foundation Stability Analysis (3)
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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Group of Piles (3)
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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Job Mix Concrete Volume (1)
Verified Absolute Volume of the Component
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2 More Job Mix Concrete Volume Calculators
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Laterally Loaded Vertical Piles (1)
Verified Negative Moment Imposed on a Pile
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6 More Laterally Loaded Vertical Piles Calculators
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Long Columns (2)
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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Long Columns (6)
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 when Load Reduction Factor is Given
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Created Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given
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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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Maximum Shear Stress Theory (3)
Verified Bending Moment When Principle Shear Stress is Given
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Verified Diameter of the Shaft When Principle Shear Stress is Given
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Verified Torsional Moment When Principle Shear Stress is Given
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6 More Maximum Shear Stress Theory Calculators
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Modulus of Elasticity of Concrete (2)
Verified Modulus of Elasticity of Concrete in SI Units
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Verified Modulus of Elasticity of Concrete in USCS Units
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3 More Modulus of Elasticity of Concrete Calculators
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Photoelectric Effect (7)
Created De Broglie Wavelength
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Created Max KE of Ejected Photo-Electron
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Created Photon’s Energy When Frequency is Given
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Created Photon’s Energy When Wavelength is Given
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Created Photon’s Momentum when Energy is Given
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Created Photon’s Momentum when Wavelength is Given
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Created Stopping Potential
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1 More Photoelectric Effect Calculators
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Rectangular Beams with Tensile Reinforcing Only (3)
Verified Depth of Roof and Floor Slabs
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Verified Stress in Steel
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Verified Width of Beam when Stress in Concrete is Given
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6 More Rectangular Beams with Tensile Reinforcing Only Calculators
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Rolling and Moving Loads (22)
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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Created Greatest Safe Load for Channel or Z Bar when Load in 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 in Middle
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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 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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10 More Rolling and Moving Loads Calculators
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Shaft Resistance in Cohesionless Soils (1)
Verified Average Standard Penetration Resistance when Shaft Resistance Stress is Given
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1 More Shaft Resistance in Cohesionless Soils Calculators
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Shaft Settlement (2)
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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Shear and Diagonal Tension in Beams (5)
Verified Cross-Sectional Area of Web Reinforcement
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Verified Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
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Verified Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given
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Verified Total Shear when Cross-Sectional Area of Web Reinforcement is Given
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Verified Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
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4 More Shear and Diagonal Tension in Beams Calculators
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Short Columns (4)
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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Short Columns with Ties (2)
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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Slope and Deflection (1)
Verified Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
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6 More Slope and Deflection Calculators
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Strain Energy in Structural Members (18)
Created Bending Moment when Strain Energy in Bending is Given
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Created Length over which Deformation Takes Place when Strain Energy in Bending is Given
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Created Length over which Deformation Takes Place when Strain Energy in Shear is Given
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Created Length over which Deformation Takes Place when Strain Energy in Torsion is Given
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Created Modulus of Elasticity when Strain Energy in Bending is Given
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Created Moment of Inertia when Strain Energy in Bending is Given
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Created Polar Moment of Inertia when Strain Energy in Torsion is Given
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Created Shear Area when Strain Energy in Shear is Given
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Created Shear Load when Strain Energy in Shear is Given
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Created Shear Modulus of Elasticity when Strain Energy in Shear is Given
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Created Shear Modulus of Elasticity when Strain Energy in Torsion is Given
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Created Strain Energy in Bending
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Created Strain Energy in Bending when Angle Through which One Beam Rotates wrt Other End is Given
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Created Strain Energy in Shear
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Created Strain Energy in Shear when Shear Deformation is Given
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Created Strain Energy in Torsion
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Created Strain Energy in Torsion when Angle of Twist 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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Theoretical Vapour compression cycle with Dry Saturated vapour after compression (4)
Verified Enthalpy at point 1
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Verified Enthalpy at point 4
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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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Toe Capacity Load (2)
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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Torsional Rigidity (1)
Verified Shaft Diameter When Angle of Twist in the Shaft is Given
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4 More Torsional Rigidity Calculators
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Ultimate Strength Design of Concrete Columns (13)
Created 28-day Concrete Compressive Strength when Column Ultimate Strength is Given
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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 when Column Ultimate Strength is Given
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6 More Ultimate Strength Design of Concrete Columns Calculators
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Ultimate Strength Design of I and T Beams (2)
Verified Distance when the Neutral Axis Lies in the Flange
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Verified Maximum Ultimate Moment when Neutral Axis Lies in Web
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3 More Ultimate Strength Design of I and T Beams Calculators
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Ultimate Strength of Continuous Beams (1)
Verified Condition for Maximum Moment in Interior Spans of Beams
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3 More Ultimate Strength of Continuous Beams Calculators
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Unsymmetrical Bending (3)
Verified Bending Moment About Axis XX when Maximum Stress in Unsymmetrical Bending is Given
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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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Water Cementitious Materials Ratio (1)
Verified Weight of Mixing Water in Batch when Water Cementitious Ratio is Given
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2 More Water Cementitious Materials Ratio Calculators
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Working Stress Design of I and T Beams (2)
Verified Distance from Extreme Compression Surface to Neutral Axis
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Verified Total Compressive Force when Concrete Stress is Given
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6 More Working Stress Design of I and T Beams Calculators
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Working Stress Design of Rectangular Beams with Compression Bars (2)
Verified Moment Resisting Capacity of Compressive Steel when Stress and Area are Given
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Verified Moment Resisting Capacity of Concrete
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16 More Working Stress Design of Rectangular Beams with Compression Bars Calculators
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