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Calculators Created by Rudrani Tidke
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.
Curved Beams
(3)
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
Strain Energy in Structural Members
(18)
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
Allowable Design Loads for Aluminium Columns
(5)
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
Allowable Load on Piles
(2)
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
Allowable Stress Design
(2)
Verified
Base Plate Thickness
Go
Verified
Equivalent Cantilever Dimension
Go
4 More Allowable Stress Design Calculators
Go
Axially Loaded Steel Columns Design
(1)
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
Beam Moments
(1)
Verified
Bending Moment of Simply Supported Beams with Uniformly Varying Load
Go
17 More Beam Moments Calculators
Go
Calculation of Deflection
(11)
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
Check for Stress in Beams
(3)
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
Column Base Plate Design
(11)
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
Columns
(1)
Verified
Allowable Unit Stress at Angle to Grain
Go
6 More Columns Calculators
Go
Columns of Special Materials
(5)
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
Combined Axial and Bending Loads
(5)
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
Continuous Beams
(1)
Verified
Condition for Maximum Moment in Interior Spans of Beams
Go
3 More Continuous Beams Calculators
Go
Cooling Loads
(11)
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
Design Mix Concrete
(2)
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
Design of Hollow Shaft
(1)
Verified
Tensile Stress in Hollow Shaft When Subjected to Axial Force
Go
22 More Design of Hollow Shaft Calculators
Go
Design of Short Column under Axial Compression
(8)
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
Design Under Axial Compression with Biaxial Bending
(7)
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
Eccentric Loading
(5)
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
Eccentric Loads on Columns
(12)
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
Elastic Flexural Buckling of Columns
(10)
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
Elastic Lateral Buckling of Beams
(8)
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
Flexural Bond
(4)
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
Forest Products Laboratory Recommendations
(1)
Verified
Allowable Compressive Stress Parallel to Grain for Intermediate Columns
Go
3 More Forest Products Laboratory Recommendations Calculators
Go
Foundation Stability Analysis
(3)
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
Group of Piles
(3)
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
Latent Cooling Load and Heat Gain
(3)
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
Long Columns
(2)
Created
Euler's Formula for Critical Buckling Load
Go
Created
Euler's Formula for Critical Buckling Load given Area
Go
Maximum Shear Stress Theory
(2)
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
Photoelectric Effect
(8)
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
Safe Loads
(11)
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
Sensible Cooling Loads
(6)
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
Shaft Resistance in Cohesion less Soils
(1)
Verified
Average Standard Penetration Resistance using Shaft Resistance Stress
Go
1 More Shaft Resistance in Cohesion less Soils Calculators
Go
Shaft Settlement
(2)
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
Shear and Diagonal Tension in Beams
(5)
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
Short Columns
(4)
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
Simply Supported Beam
(1)
Verified
Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
Go
15 More Simply Supported Beam Calculators
Go
Singly Reinforced Rectangular Sections
(2)
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
Slender Columns
(6)
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
Theoretical Vapour compression cycle with Dry Saturated vapour after compression
(4)
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
Toe Capacity Load
(2)
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
Torsional Rigidity
(1)
Verified
Shaft Diameter given Angle of Twist in Shaft
Go
4 More Torsional Rigidity Calculators
Go
Ultimate Strength Design of Concrete Columns
(13)
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
Unsymmetrical Bending
(3)
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
Use of Moment Coefficients
(5)
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
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