Calculators Created by Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune
151
Formulas Created
75
Formulas Verified
47
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 75 calculators across 47 different categories till date.
Verified Bending Moment when Stress is Applied at Point in Curved Beam
Go
Verified Cross-Sectional Area when Stress is Applied at Point in Curved Beam
Go
Verified Stress at Point for Curved Beam as defined in Winkler-Bach theory
Go
Created Bending Moment using Strain Energy
Go
Created Deformation length for given strain energy
Go
Created Length over which Deformation Takes Place in terms of Strain Energy in Shear
Go
Created Length over which Deformation takes Place when the Strain Energy in Torsion is provided
Go
Created Modulus of Elasticity with given strain energy
Go
Created Moment of Inertia using Strain Energy
Go
Created Polar Moment of Inertia given Strain Energy in Torsion
Go
Created Shear Area given Strain Energy in Shear
Go
Created Shear Load given Strain Energy in Shear
Go
Created Shear Modulus of Elasticity given Strain Energy in Shear
Go
Created Shear Modulus of Elasticity given Strain Energy in Torsion
Go
Created Strain energy for pure bending when beam rotates in one end
Go
Created Strain Energy in Bending
Go
Created Strain Energy in Shear
Go
Created Strain Energy in Shear given Shear Deformation
Go
Created Strain Energy in Torsion given Angle of Twist
Go
Created Strain Energy in Torsion when Polar MI and Shear Modulus of Elasticity is Given
Go
Created Torque given Strain Energy in Torsion
Go
1 More Strain Energy in Structural Members Calculators
Go
Created Allowable Compressive Stress for Aluminium Columns
Go
Created Allowable Compressive Stress for Aluminium Columns when Column Yield Stress is Given
Go
Created Length of Column when Allowable Compressive Stress for Aluminium Columns is Given
Go
Created Radius of Gyration of Column in terms of Allowable Compressive Stress for Aluminium Columns
Go
Created Transition from Long to Short Column Range
Go
Verified Height of Drop in terms of Allowable Load for Steam Hammer Driven Piles
Go
Verified Weight of Hammer when Allowable Load for Drop Hammer Driven Piles is Given
Go
4 More Allowable Load on Piles Calculators
Go
Verified Base Plate Thickness
Go
Verified Equivalent Cantilever Dimension
Go
4 More Allowable Stress Design Calculators
Go
Verified Slenderness Ratio between Inelastic from Elastic Buckling
Go
4 More Axially Loaded Steel Columns Design Calculators
Go
Basics (1)
Created Equipment Total Cooling Load
Go
11 More Basics Calculators
Go
Verified Bending Moment of Simply Supported Beams with Uniformly Varying Load
Go
17 More Beam Moments Calculators
Go
Verified Deflection for Deck Beam when Load is Distributed
Go
Created Deflection for Even Legged Angle when Load in Middle
Go
Created Deflection for Even Legged Angle when Load is Distributed
Go
Created Deflection for Hollow Cylinder when Load in Middle
Go
Created Deflection for Hollow Cylinder when Load is Distributed
Go
Created Deflection for Hollow Rectangle given Load in Middle
Go
Created Deflection for Hollow Rectangle when Load is Distributed
Go
Verified Deflection for I Beam when Load in Middle
Go
Verified Deflection for I Beam when Load is Distributed
Go
Created Deflection for Solid Cylinder when Load in Middle
Go
Created Deflection for Solid Cylinder when Load is Distributed
Go
5 More Calculation of Deflection Calculators
Go
Verified Distance from Neutral Axis to Tensile Reinforcing Steel
Go
Verified Moment of Inertia given Unit Stress in Tensile Reinforcing Steel
Go
Verified Unit Stress in Tensile Reinforcing Steel
Go
10 More Check for Stress in Beams Calculators
Go
Created Area of Base Plate given Nominal Bearing Strength
Go
Created Area of Supporting Concrete given Nominal Bearing Strength
Go
Created Base Plate Thickness when Projection of Base Plate Beyond Flange and Perpendicular to Web is Given
Go
Created Base Plate Thickness when Projection of Base Plate Beyond the Flange and Parallel to Web is Given
Go
Created Factored Load given Base Plate Area
Go
Created Nominal Bearing Strength of Concrete
Go
Created Projection of Base Plate beyond Flange and Parallel to Web
Go
Created Projection of Base Plate beyond Flange and Perpendicular to Web
Go
Created Required Area of Base Plate for Factored Load
Go
Created Specified Compressive Strength of Concrete using Nominal Bearing Strength
Go
Created Width Parallel to Flanges
Go
Verified Allowable Unit Stress at Angle to Grain
Go
6 More Columns Calculators
Go
Created Critical Slenderness Ratio for Aluminium Columns
Go
Created Critical Slenderness Ratio for Cast Iron Columns
Go
Created Ultimate Load per Area for Aluminium Columns
Go
Created Ultimate Load per Area for Aluminium Columns in terms of Allowable Load and Section Area
Go
Created Ultimate Load per Area for Cast Iron Columns
Go
Verified Deflection for Axial Compression and Bending
Go
Verified Deflection for Transverse Loading given Deflection for Axial Bending
Go
Verified Maximum Stress in Short Beams for Large Deflection
Go
Verified Neutral Axis Moment of Inertia given Maximum Stress for Short Beams
Go
Verified Neutral Axis to Outermost Fiber Distance given Maximum Stress for Short Beams
Go
16 More Combined Axial and Bending Loads Calculators
Go
Verified Condition for Maximum Moment in Interior Spans of Beams
Go
3 More Continuous Beams Calculators
Go
Created Air infiltration rate into room (CFM)
Go
Created Average outside temperature on design day
Go
Created Cooling load for roof, wall or glass in terms of Corrected Cooling Load Temperature Difference
Go
Created Cooling load from lighting
Go
Created Cooling load Heat Gain through windows
Go
Created Corrected Cooling Load Temperature Difference when Cooling Load Temperature Difference is given
Go
Created Duct Heat Gain
Go
Created Heat Gain through Partition, Floor or Ceiling
Go
Created Solar radiation cooling load for glass
Go
Created Total Cooling Load due to Equipment
Go
Created Total heat removed from ventilation air
Go
Verified Absolute Volume of Component
Go
Verified Weight of Mixing Water in Batch when Water Cementitious Ratio is Given
Go
4 More Design Mix Concrete Calculators
Go
Verified Tensile Stress in Hollow Shaft When Subjected to Axial Force
Go
22 More Design of Hollow Shaft Calculators
Go
Created Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408
Go
Created Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408
Go
Created Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given
Go
Created Concrete Compressive Strength given Total Allowable Axial Load
Go
Created Gross Cross-Sectional Area of Column when Total Allowable Axial Load is Given
Go
Created Spiral Reinforcement Yield Strength in terms of Spiral Volume to Concrete Core Volume Ratio
Go
Created Spiral Volume to Concrete-Core Volume Ratio
Go
Created Total Allowable Axial Load for Short Columns
Go
Created Circle Diameter given Axial Load for Spiral Columns
Go
Created Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
Go
Created Column Diameter in terms of Maximum Permissible Eccentricity for Spiral Columns
Go
Created Longitudinal Reinforcement Area given Axial Load for Spiral Columns
Go
Created Maximum Permissible Eccentricity for Spiral Columns
Go
Created Maximum Permissible Eccentricity for Tied Columns
Go
Created Reinforcement Yield Strength given Axial Load for Spiral Columns
Go
6 More Design Under Axial Compression with Biaxial Bending Calculators
Go
Verified Cross-Sectional Area given Radius of Gyration in Eccentric Loading
Go
Verified Deflection in Eccentric Loading
Go
Verified Distance from YY to outermost fiber when Total Stress is Given where Load doesn't lie on Plane
Go
Verified Moment of Inertia given Radius of Gyration in Eccentric Loading
Go
Verified Radius of Gyration in Eccentric Loading
Go
15 More Eccentric Loading Calculators
Go
Created Length of Rectangular Section Column under Compression
Go
Created Maximum Stress for Circular Cross-Section Columns
Go
Created Maximum Stress for Circular Section Column under Compression
Go
Created Maximum Stress for Rectangular Cross-Section Column
Go
Created Maximum Stress for Rectangular Section Column under Compression
Go
Created Radius of Kern for Circular Ring
Go
Created Radius of Kern for Hollow Square
Go
Created Theoretical Maximum Stress for ANC Code 2017ST Aluminium
Go
Created Theoretical Maximum Stress for ANC Code Alloy Steel Tubing
Go
Created Theoretical Maximum Stress for ANC Code Spruce
Go
Created Theoretical Maximum Stress for Johnson Code Steels
Go
Created Theoretical Maximum Stress for Secant Code Steels
Go
1 More Eccentric Loads on Columns Calculators
Go
Created Axial Buckling Load for Warped Section
Go
Created Cross-Sectional Area given Axial Buckling Load for Warped Section
Go
Created Cross-Sectional Area given Critical Buckling Load for Pin Ended Columns
Go
Created Cross-Sectional Area given Elastic Critical Buckling Load
Go
Created Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given
Go
Created Elastic Critical Buckling Load
Go
Created Polar Moment of Inertia for Axial Buckling Load for warped section
Go
Created Polar Moment of Inertia for Pin Ended Columns
Go
Created Radius of Gyration of Column given Elastic Critical Buckling Load
Go
Created Torsional Buckling Load for Pin Ended Columns
Go
2 More Elastic Flexural Buckling of Columns Calculators
Go
Verified Critical Bending Moment for Simply Supported Open Section Beam
Go
Verified Critical Bending Moment for Simply Supported Rectangular Beam
Go
Verified Elasticity Modulus given Critical Bending Moment of Rectangular Beam
Go
Verified Minor Axis Moment of Inertia for Critical Bending Moment of Rectangular Beam
Go
Verified Minor Axis Moment of Inertia of Simply Supported Beam given Critical Bending Moment
Go
Verified Shear Elasticity Modulus for Critical Bending Moment of Rectangular Beam
Go
Verified Shear Elasticity Modulus in terms of Critical Bending Moment of Simply Supported Open Beam
Go
Verified Unbraced Member Length given Critical Bending Moment of Rectangular Beam
Go
5 More Elastic Lateral Buckling of Beams Calculators
Go
Created Beam Effective Depth given Bond Stress on Bar Surface
Go
Created Bond Stress on Bar Surface
Go
Created Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given
Go
Created Total Shear given Bond Stress on Bar Surface
Go
Verified Allowable Compressive Stress Parallel to Grain for Intermediate Columns
Go
3 More Forest Products Laboratory Recommendations Calculators
Go
Verified Correction Factor Nc for Rectangle
Go
Verified Maximum Bearing Pressure for Eccentric Loading Conventional Case
Go
Verified Net Bearing Capacity for Undrained Loading of Cohesive Soils
Go
8 More Foundation Stability Analysis Calculators
Go
Verified Allowable Bearing Pressure on Rock given Allowable Design Load
Go
Verified Efficiency Factor for Group of Piles
Go
Verified Group Drag Load in Pile Group Analysis
Go
3 More Group of Piles Calculators
Go
Created Latent cooling load for ventilation air
Go
Created Latent Heat Gain from people
Go
Created Latent Heat Gain per person using Latent Heat Gain from people
Go
Created Euler's Formula for Critical Buckling Load
Go
Created Euler's Formula for Critical Buckling Load given Area
Go
Verified Bending Moment given Maximum Shear Stress
Go
Verified Diameter of the Shaft given Principle Shear Stress Maximum Shear Stress Theory
Go
7 More Maximum Shear Stress Theory Calculators
Go
Created De Broglie Wavelength
Go
Created Maximum kinetic energy of ejected photo-electron
Go
Created Photon's Energy using Frequency
Go
Created Photon's Energy using Wavelength
Go
Created Photon's Momentum using Energy
Go
Created Photon's Momentum using Wavelength
Go
Created Stopping Potential
Go
Created Threshold frequency in photoelectric effect
Go
Created Greatest Safe Load for Channel or Z Bar when Load is at Middle
Go
Created Greatest Safe Load for Channel or Z Bar when Load is Distributed
Go
Created Greatest Safe Load for Even Legged Angle when Load is Distributed
Go
Created Greatest Safe Load for Even Legged Angle when Load is in Middle
Go
Created Greatest Safe Load for Hollow Cylinder when Load in Middle
Go
Created Greatest Safe Load for Hollow Cylinder when Load is Distributed
Go
Created Greatest Safe Load for Hollow Rectangle when Load is Distributed
Go
Verified Greatest Safe Load for I Beam when Load in Middle
Go
Verified Greatest Safe Load for I Beam when Load is Distributed
Go
Created Greatest Safe Load for Solid Cylinder when Load in Middle
Go
Created Greatest Safe Load for Solid Cylinder when Load is Distributed
Go
5 More Safe Loads Calculators
Go
Created Sensible Cooling load due to Equipment
Go
Created Sensible Cooling Load due to infiltrating air
Go
Created Sensible Cooling load from ventilation air
Go
Created Sensible Cooling Load Heat Gain through Structure
Go
Created Sensible Heat Gain from people
Go
Created Sensible Heat Gain per people using Sensible Heat Gain from people
Go
Verified Average Standard Penetration Resistance using Shaft Resistance Stress
Go
1 More Shaft Resistance in Cohesion less Soils Calculators
Go
Verified Average Ultimate Skin-Friction Stress in Tension on Failure Plane
Go
Verified Ultimate Resistance for Bearing Capacity Solution
Go
3 More Shaft Settlement Calculators
Go
Verified Cross-Sectional Area of Web Reinforcement
Go
Verified Effective Depth of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam
Go
Verified Shear Carried by Concrete in terms of Cross-Sectional Area of Web Reinforcement
Go
Verified Total Shear given Cross-Sectional Area of Web Reinforcement
Go
Verified Width of Beam in terms of Shearing Unit Stress in Reinforced Concrete Beam
Go
2 More Shear and Diagonal Tension in Beams Calculators
Go
Created Smallest Moment of Inertia Allowable at Worst Section for Cast Iron
Go
Created Smallest Moment of Inertia Allowable at Worst Section for Low Carbon Steel
Go
Created Smallest Moment of Inertia Allowable at Worst Section for Medium Carbon Steel
Go
Created Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron
Go
Verified Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
Go
15 More Simply Supported Beam Calculators
Go
Verified Depth of Roof and Floor Slabs
Go
Verified Width of Beam given Stress in Concrete
Go
7 More Singly Reinforced Rectangular Sections Calculators
Go
Created Load Reduction Factor for Column with Fixed Ends
Go
Created Load Reduction Factor for Member Bent in Single Curvature
Go
Created Radius of Gyration for Fixed End Columns using Load Reduction Factor
Go
Created Radius of Gyration for Single Curvature Bent Member using Load Reduction Factor
Go
Created Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given
Go
Created Unsupported Column Length for Single Curvature Bent Member when Load Reduction Factor is Given
Go
Verified Enthalpy at point 1 in terms of Liquid enthalpy at point 1
Go
Verified Enthalpy at point 4 if Liquid enthalpy at point 4 is given
Go
Verified Entropy at point 1
Go
Verified Entropy at point 2
Go
5 More Theoretical Vapour compression cycle with Dry Saturated vapour after compression Calculators
Go
Verified Ultimate Tip Load for Piles Installed in Cohesive Soils
Go
Verified Ultimate Tip Load for Piles Installed in Cohesive Soils when Undrained Soil Shear Strength is Given
Go
1 More Toe Capacity Load Calculators
Go
Verified Shaft Diameter given Angle of Twist in Shaft
Go
4 More Torsional Rigidity Calculators
Go
Created 28-day Concrete Compressive Strength given Column Ultimate Strength
Go
Created Column Ultimate Strength with Zero Eccentricity of Load
Go
Created Eccentricity for Balanced Condition for Short, Circular Members
Go
Created Eccentricity of Slender Columns
Go
Created Magnified Moment given Eccentricity of Slender Columns
Go
Created Ultimate Strength for No Compression Reinforcement
Go
Created Ultimate Strength for Short, Circular Members when Controlled by Tension
Go
Created Ultimate Strength for Short, Circular Members when Governed by Compression
Go
Created Ultimate Strength for Short, Square Members when Controlled by Tension
Go
Created Ultimate Strength for Short, Square Members when Governed by Compression
Go
Created Ultimate Strength for Symmetrical Reinforcement
Go
Created Ultimate Strength for Symmetrical Reinforcement in Single Layers
Go
Created Yield Strength of Reinforcing Steel using Column Ultimate Strength
Go
5 More Ultimate Strength Design of Concrete Columns Calculators
Go
Verified Bending Moment about Axis XX given Maximum Stress in Unsymmetrical Bending
Go
Verified Maximum Stress in Unsymmetrical Bending
Go
Verified Moment of Inertia About XX given Maximum Stress in Unsymmetrical Bending
Go
4 More Unsymmetrical Bending Calculators
Go
Verified Negative Moment at Exterior Face of First Interior Support for More than Two Spans
Go
Verified Negative Moment at Exterior Face of First Interior Support for Two Spans
Go
Verified Negative Moment at Other Faces of Interior Supports
Go
Verified Shear Force at All Other Supports
Go
Verified Shear Force in End Members at First Interior Support
Go
5 More Use of Moment Coefficients Calculators
Go
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!