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Calculators Created by Alithea Fernandes

Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
123
Formulas Created
132
Formulas Verified
61
Across Categories

List of Calculators by Alithea Fernandes

Following is a combined list of all the calculators that have been created and verified by Alithea Fernandes. Alithea Fernandes has created 123 and verified 132 calculators across 61 different categories till date.
Adiabatic Atmosphere (2)
Created Adiabatic Exponent or Adiabatic Index
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Created Mass Density of a Liquid for an Adiabatic Process
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Allowable Design Loads for Aluminium Columns (3)
Verified Allowable Compressive Stress for Aluminium Columns
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Verified Allowable Compressive Stress for Aluminium Columns when Column Yield Stress is Given
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Verified Length of Column when Allowable Compressive Stress for Aluminium Columns is Given
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2 More Allowable Design Loads for Aluminium Columns Calculators
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Allowable Load on Piles (3)
Verified Allowable Load for Steam Hammer Driven Piles
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Verified Height of Drop when Allowable Load for Drop Hammer Driven Piles is Given
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Verified Weight of Hammer when Allowable Load for Steam Hammer Driven Piles is Given
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3 More Allowable Load on Piles Calculators
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Allowable Stress Design (4)
Verified Allowable Bearing Pressure when Area of Lowest Column of a Structure is Given
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Verified Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate
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Verified Area of foundation of the Lowest Column of a Structure
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Verified Load when Area of Lowest Column of a Structure is Given
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2 More Allowable Stress Design Calculators
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Arithmetic Progression (1)
Verified Common Difference when first term, last term & number of terms are given
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16 More Arithmetic Progression Calculators
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Arithmetic–Geometric Progression (1)
Verified Sum of first n terms of AGP
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2 More Arithmetic–Geometric Progression Calculators
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Atom (1)
Verified Quantization of the Angular Momentum
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9 More Atom Calculators
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Axial Load Capacity of Single Piles (5)
Created Allowable Load when Safety Factor is Given
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Created Allowable Load when Safety Factors are Given
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Created Pile Capacity
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Created Shaft Resistance when Allowable Load and Safety Factor is Given
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Created Toe Resistance when Allowable Load and Safety Factor is Given
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Basics (1)
Verified Entropy change (Isobaric Process) (With given volumes)
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11 More Basics Calculators
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Beam Moments (15)
Created Bending Moment of a Cantilever Subject to UDL Over its Entire Span
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Created Bending Moment of Cantilever Beam subjected to Point Load at Free End
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Created Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End
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Created Bending Moment of Simply Supported Beams with Point Load at Centre
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Created Bending Moment of Simply Supported Beams with Uniformly Distributed Load
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Created Bending Moment of Simply Supported Beams with Uniformly Varying Load
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Created Bending Moment Simply Supported Beam Subjected to a Concentrated Load
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Created Fixed End Moment of a Fixed Beam carrying point load
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Created Fixed End Moment of a Fixed Beam carrying Right Angled Triangular Load at Right Angled End A
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Created Fixed End Moment of a Fixed Beam carrying three Equispaced Point Loads
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Created Fixed End Moment of a Fixed Beam carrying Triangular Loading
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Created Fixed End Moment of a Fixed Beam carrying two Equispaced Point Loads
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Created Fixed End Moment of a Fixed Beam having Point Load at Center
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Created Fixed End Moment of a Fixed Beam having UDL over its entire Length
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Created Fixed End Moment of a Fixed Beam with Couple Moment
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Bell-Coleman Cycle or Reversed Brayton or Joule Cycle (1)
Verified COP of Bell-Coleman Cycle for given Compression ratio and adiabatic index(γ)
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4 More Bell-Coleman Cycle or Reversed Brayton or Joule Cycle Calculators
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Column Base Plate Design (2)
Verified Base Plate Thickness when Projection of Base Plate Beyond the Flange and Parallel to Web is Given
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Verified Projection of Base Plate Beyond the Flange and Perpendicular to Web
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9 More Column Base Plate Design Calculators
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Combined Axial and Bending Loads (4)
Verified Axial Load when Maximum Stress For Short Beams is Given
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Verified Cross-Sectional Area when Maximum Stress For Short Beams is Given
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Verified Maximum Bending Moment when Maximum Stress For Short Beams is Given
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Verified Maximum Stress For Short Beams
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5 More Combined Axial and Bending Loads Calculators
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Composite Columns (4)
Verified Design Strength of an Axially Loaded Composite Column
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Created Design Strength of Concrete for Direct Bearing
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Verified Gross Area of Steel Core when Design Strength of Axially Loaded Composite Column is Given
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Created Loaded Area when Design Strength of Concrete for Direct Bearing is Given
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Concrete Gravity Retaining Walls (1)
Verified Earth Thrust Horizontal Component when Sum of Righting Moments is Given
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6 More Concrete Gravity Retaining Walls Calculators
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Curved Beams (3)
Created Bending Moment When Stress is Applied at Point y in a Curved Beam
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Created Cross-Sectional Area When Stress is Applied at Point y in a Curved Beam
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Created Stress at Point y for a Curved Beam
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Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical (1)
Verified Pressure at any point with origin at free surface
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8 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
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Deflection Computations and Concrete Beams Criteria (4)
Verified Cracking Moment for Reinforced Concrete Beams
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Verified Distance From the Centroidal Axis when Cracking Moment is Given
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Verified Modulus of Rupture of Concrete
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Verified Moment of Inertia of Gross Concrete Section when Cracking Moment is Given
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Eccentric Loading (5)
Verified Critical Buckling Load when Deflection in Eccentric Loading is Given
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Verified Eccentricity w.r.t axis XX when Total Stress is Given where Load doesn't lie on a Plane
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Verified Eccentricity w.r.t axis YY when Total Stress is Given where Load doesn't lie on a Plane
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Verified Load when Deflection in Eccentric Loading is Given
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Verified Moment of Inertia About YY when Total Stress is Given where Load doesn't lie on a Plane
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15 More Eccentric Loading Calculators
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Eccentric Loads on Columns (6)
Verified Length of a Rectangular Section Under Compression
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Verified Maximum Stress For a Circular Section Under Compression
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Verified Maximum Stress For a Rectangular Section Under Compression
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Verified Radius of the Kern for a Circular Ring
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Verified Radius of the Kern for a Hollow Square
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Verified Theoretical Maximum Stress for ANC Code Spruce
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7 More Eccentric Loads on Columns Calculators
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Elastic Flexural Buckling of Columns (6)
Created Critical Buckling Load for Pin Ended Columns
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Verified Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given
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Verified Cross-Sectional Area when Elastic Critical Buckling Load is Given
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Verified Elastic Critical Buckling Load
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Verified Radius of Gyration of Column when Elastic Critical Buckling Load is Given
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Created Slenderness Ratio of when Critical Buckling Load for Pin Ended Columns is Given
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6 More Elastic Flexural Buckling of Columns Calculators
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Elastic Lateral Buckling of Beams (10)
Verified Absolute Value of Moment at Centerline of the Unbraced Beam Segment
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Verified Absolute Value of Moment at Quarter Point of the Unbraced Beam Segment
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Verified Absolute Value of Moment at Three-Quarter Point of the Unbraced Beam Segment
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Verified Critical Bending Coefficient
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Created Critical Bending Moment for Simply Supported Rectangular Beam
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Verified Critical Bending Moment in Non-Uniform Bending
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Created Elasticity Modulus when Critical Bending Moment of Rectangular Beam is Given
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Created Minor Axis Moment of Inertia when Critical Bending Moment of Rectangular Beam is Given
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Created Shear Elasticity Modulus when Critical Bending Moment of Rectangular Beam is Given
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Created Unbraced Member Length when Critical Bending Moment of Rectangular Beam is Given
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3 More Elastic Lateral Buckling of Beams Calculators
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Electromagnetic Induction (1)
Verified Energy of RMS Current
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25 More Electromagnetic Induction Calculators
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Fluid Pressure and Its Measurement (4)
Created Pressure at a point in a liquid when Pressure Head is Known
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Created Pressure Difference between two Points in a Liquid
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Created Pressure Head of a Liquid
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Created Pressure Head of a Liquid when Pressure Head of another Liquid having same Pressure is Known
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Foundation Stability Analysis (8)
Created Correction Factor Nc for Circle and Square
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Created Correction Factor Nc for Rectangle
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Created Correction Factor Nq for Circle and Square
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Created Correction Factor Nq for Rectangle
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Created Correction Factor Ny for Rectangle
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Created Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
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Created Maximum Soil Pressure
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Verified Minimum Bearing Pressure for Eccentric Loading Conventional Case
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3 More Foundation Stability Analysis Calculators
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General Series (1)
Verified Sum of squares of first n even numbers
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8 More General Series Calculators
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Group of Piles (1)
Verified Allowable Concrete-Rock Bond Stress when Allowable Design Load is Given
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5 More Group of Piles Calculators
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Harmonic Progression (1)
Verified Nth term of a HP
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3 More Harmonic Progression Calculators
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Hexagonal Pyramid (2)
Verified lateral surface area of Hexagonal Pyramid
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Verified Total surface area of Hexagonal Pyramid
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1 More Hexagonal Pyramid Calculators
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Hydraulics and Waterworks (5)
Created Section Modulus of Circular Section
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Created Section Modulus of Hollow circular tube of uniform section
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Created Section Modulus of Hollow Rectangular Section
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Created Section Modulus of Rectangular Section
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Created Section Modulus of Triangular Section
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Inclined Projectile Motion (3)
Verified Maximum Height attained
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Verified Maximum Range of Flight
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Verified Time of Flight for Inclined Projectile
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Isothermal Atmosphere (4)
Created Difference in Elevation when the Air is Isothermal
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Created Elevation from Datum when Air is Isothermal
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Created Height of Fluid Column of Constant Specific Weight
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Created Pressure at a point in liquid when Elevation from Datum is known
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Job Mix Concrete Volume (1)
Verified Weight of the Material when Absolute Volume of the Component is Given
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2 More Job Mix Concrete Volume Calculators
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Laterally Loaded Vertical Piles (4)
Verified Characteristic Pile Length for Laterally Loaded Vertical Piles
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Verified Lateral Deflection for Fixed Head Pile Case
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Verified Lateral Deflection of a Pile
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Verified Positive Moment Imposed on a Pile
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3 More Laterally Loaded Vertical Piles Calculators
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Liquid Containers Subjected To Constant Horizontal Acceleration (2)
Verified Specific Weight of liquid when Gauge Pressure at any point in liquid is Given
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Verified Vertical Depth Below Free Surface when Pressure at any point in liquid is Given
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13 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
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Magnetic Field Due to Current (2)
Verified Magnetic Field Due to a Straight Conductor
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Verified Time Period of Magnetometer
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14 More Magnetic Field Due to Current Calculators
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Modulus of Elasticity of Concrete (2)
Verified Modulus of Elasticity of Normal Weight and Density Concrete in SI Units
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Verified Modulus of Elasticity of Normal Weight and Density Concrete in USCS Units
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3 More Modulus of Elasticity of Concrete Calculators
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Photogrammetry (4)
Verified Elevation of point, line, or area
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Verified Flying height of airplane above datum
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Verified Focal length of lens when photo scale and height are known
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Verified Photo scale when focal length and heights are known
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Physical Properties of Soil (4)
Verified Porosity of soil
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Verified Porosity of soil when void ratio is given
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Verified Void ratio of soil
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Verified Void ratio of soil when porosity is given
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9 More Physical Properties of Soil Calculators
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Properties of Fluid (34)
Created Absolute Pressure using Equation of State
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Created Absolute Pressure using Equation of State when Specific Weight is known
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Created Absolute Temperature of Gas
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Created Bulk Modulus of Elasticity
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Created Capillary Rise or Depression of a Fluid
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Created Capillary Rise or Depression when a Tube is inserted in two Liquids
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Created Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in a Liquid
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Created Capillary Rise when contact is between Water and Glass
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Created Compressibility of a Fluid
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Created Compressibility of Fluid when Bulk Modulus of Elasticity is Known
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Created Dynamic Viscosity when Kinematic Viscosity is Known
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Created Dynamic Viscosity when Shear Stress is known
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Created Gas Constant using Equation of State
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Created Kinematic Viscosity
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Created Mass Density when Specific Weight is Known
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Created Mass Density when Viscosity is Known
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Created Pressure Intensity inside a Droplet
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Created Pressure Intensity inside a liquid Jet
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Created Pressure Intensity inside a Soap Bubble
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Created Shear Stress between any two thin sheets of Fluid
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Created Specific Gravity of Fluid
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Created Specific Volume of Fluid
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Created Specific Weight of Fluid
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Created Specific Weight of Fluid when Specific Gravity is known
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Created Specific Weight using Equation of State when Absolute Pressure is Known
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Created Specific Weight when Mass Density is Known
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Created Surface Tension when Capillary Rise or Depression is Known
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Created Surface Tension when Pressure Intensity inside a Droplet is Known
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Created Surface Tension when Pressure Intensity inside a Liquid Jet is Known
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Created Surface Tension when Pressure Intensity inside a Soap Bubble is Known
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Created Velocity Gradient
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Created Velocity Gradient when Shear Stress is Known
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Created Velocity of Fluid when Shear Stress is known
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Created Volume of Fluid when Specific Weight is known
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Required Strength (6)
Verified Basic Load Effect when Ultimate Strength is Given for Applied Wind Loads
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Verified Basic Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads
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Verified Live Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads
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Verified Ultimate Strength when Wind and Earthquake Loads are not Applied
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Verified Ultimate Strength when Wind Loads are Applied
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Verified Wind Load Effect when Ultimate Strength is Given for Applied Wind Loads
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Rolling and Moving Loads (22)
Created Deflection for Channel or Z Bar when Load in Middle
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Created Deflection for Channel or Z Bar when Load is Distributed
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Created Deflection for Deck Beam when Load in Middle
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Created Deflection for Deck Beam when Load is Distributed
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Verified Deflection for Even Legged Angle when Load in Middle
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Verified Deflection for Even Legged Angle when Load is Distributed
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Verified Deflection for Hollow Rectangle When Load in Middle
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Created Deflection for I Beam when Load in Middle
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Created Deflection for I Beam when Load is Distributed
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Created Deflection for Solid Rectangle When Load in Middle
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Created Deflection for Solid Rectangle When Load is Distributed
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Created Greatest Safe Load for Solid Rectangle When Load is Distributed
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Created Greatest Safe Load for Deck Beam when Load in Middle
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Created Greatest Safe Load for Deck Beam when Load is Distributed
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Verified Greatest Safe Load for Even Legged Angle when Load is Distributed
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Verified Greatest Safe Load for Hollow Cylinder when Load in Middle
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Verified Greatest Safe Load for Hollow Cylinder when Load is Distributed
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Created Greatest Safe Load for Hollow Rectangle When Load in Middle
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Created Greatest Safe Load for I Beam when Load in Middle
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Created Greatest Safe Load for I Beam when Load is Distributed
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Verified Greatest Safe Load for Solid Cylinder When Load in Middle
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Created Greatest Safe Load for Solid Rectangle When Load in Middle
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10 More Rolling and Moving Loads Calculators
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Seismic Loads (2)
Verified seismic coefficient for velocity dependent structures
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Verified seismic response coefficient when base shear is given
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20 More Seismic Loads Calculators
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Shaft Resistance in Cohesionless Soils (2)
Created Average Standard Penetration Resistance when Shaft Resistance Stress is Given
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Created Shaft Resistance Stress by Empirical Procedure
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Shaft Settlement (5)
Created Average Ultimate Skin-Friction Stress in Tension on Failure Plane
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Created Ultimate Resistance for Bearing Capacity Solution
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Created Ultimate Resistance for Cohesive and Cohesionless Soils
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Created Weight of shaft when ultimate resistance is given
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Created Weight of Soil Contained within Failure Plane
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Shear Walls (4)
Verified Nominal Shear Stress
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Verified Total Design Shear Force when Nominal Shear Stress is Given
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Verified Wall Horizontal Length when Nominal Shear Stress is Given
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Verified Wall Overall Thickness when Nominal Shear Stress is Given
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3 More Shear Walls Calculators
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Short Columns (1)
Verified Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron
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3 More Short Columns Calculators
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Simple Air Cooling System (1)
Verified Temperature ratio at the start and end of ramming process
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1 More Simple Air Cooling System Calculators
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Slope and Deflection (7)
Created Maximum and Center Deflection of Cantilever Beam carrying Point Load at any point
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Created Maximum and Center Deflection of Cantilever Beam carrying Point Load at Free End
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Created Maximum and Center Deflection of Cantilever Beam carrying UDL
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Created Maximum and Center Deflection of Cantilever Beam carrying Uniformly Varying Load
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Created Maximum and Center Deflection of Cantilever Beam with Couple Moment at Free End
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Created Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center
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Created Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
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Square Pyramid (3)
Verified Lateral surface of a square pyramid
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Verified Total surface area of a square pyramid
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Verified Volume of a square pyramid
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37 More Square Pyramid Calculators
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Stadia Surveying (5)
Verified Additive constant or stadia constant
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Verified Horizontal distance between center of transit and rod
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Verified Intercept on rod between two sighting wires
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Verified Stadia distance from instrument spindle to rod
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Verified Vertical distance between center of transit and rod intersected by middle horizontal crosshair
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8 More Stadia Surveying Calculators
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Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law (1)
Verified Velocity Gradient when Pressure Gradient at Cylindrical Element is Given
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35 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
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Strain Energy in Structural Members (13)
Verified Bending Moment when Strain Energy in Bending is Given
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Verified Length over which Deformation Takes Place when Strain Energy in Bending is Given
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Verified Length over which Deformation Takes Place when Strain Energy in Torsion is Given
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Verified Modulus of Elasticity when Strain Energy in Bending is Given
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Verified Moment of Inertia when Strain Energy in Bending is Given
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Verified Polar Moment of Inertia when Strain Energy in Torsion is Given
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Verified Shear Load when Strain Energy in Shear is Given
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Verified Shear Modulus of Elasticity when Strain Energy in Torsion is Given
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Verified Strain Energy in Bending when Angle Through which One Beam Rotates wrt Other End is Given
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Verified Strain Energy in Shear
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Verified Strain Energy in Torsion
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Created Stress using Hook's Law
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Verified Torque when Strain Energy in Torsion is Given
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6 More Strain Energy in Structural Members Calculators
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Tensile Strength of Concrete (1)
Verified Tensile Strength of Normal Weight and Density Concrete in USCS Units
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1 More Tensile Strength of Concrete Calculators
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Trigonometry (1)
Verified sin2A given angle A
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11 More Trigonometry Calculators
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Ultimate Strength Design of Concrete Columns (2)
Verified Axial-Load Capacity of Short Rectangular Members
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Verified Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
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17 More Ultimate Strength Design of Concrete Columns Calculators
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Ultimate Strength Design of I and T Beams (1)
Verified ω when the Neutral Axis Lies in the Flange
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4 More Ultimate Strength Design of I and T Beams Calculators
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Ultimate Strength of Continuous Beams (4)
Verified Absolute Value of Max Moment in the Unbraced Beam Segment
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Created Condition for Maximum Moment in Interior Spans of Beams
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Created Condition for Maximum Moment in Interior Spans of Beams When Plastic Hinge is Formed
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Created Ultimate Load for Continuous Beam When k is Given
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Unsymmetrical Bending (5)
Verified Bending Moment About Axis YY when Maximum Stress in Unsymmetrical Bending is Given
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Verified Distance From Point to XX Axis when Maximum Stress in Unsymmetrical Bending is Given
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Verified Distance from YY axis to stress point when Maximum Stress in Unsymmetrical Bending is Given
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Created Moment of Inertia About XX when Maximum Stress in Unsymmetrical Bending is Given
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Created Moment of Inertia About YY when Maximum Stress in Unsymmetrical Bending is Given
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2 More Unsymmetrical Bending Calculators
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Water Cementitious Materials Ratio (1)
Verified Weight of Cementitious Materials 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 Rectangular Beams with Compression Bars (2)
Verified Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given
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Verified Moment Resisting Capacity of Concrete when Bending Moment is Given
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16 More Working Stress Design of Rectangular Beams with Compression Bars Calculators
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