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Calculators Created by Alithea Fernandes

Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
122
Formulas Created
122
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 122 and verified 122 calculators across 61 different categories till date.
Curved Beams (3)
Created Bending Moment when Stress is Applied at Point in Curved Beam
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Created Cross-Sectional Area when Stress is Applied at Point in Curved Beam
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Created Stress at Point for Curved Beam as defined in Winkler-Bach theory
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Strain Energy in Structural Members (13)
Verified Bending Moment using Strain Energy
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Verified Length over which Deformation takes Place given Strain Energy in Torsion
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Verified Length over which deformation takes place using strain energy
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Verified Modulus of Elasticity with given strain energy
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Verified Moment of Inertia using Strain Energy
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Verified Polar Moment of Inertia given Strain Energy in Torsion
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Verified Shear force using Strain Energy
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Verified Shear Modulus of Elasticity given Strain Energy in Torsion
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Verified Strain energy for pure bending when beam rotates in one end
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Verified Strain Energy in Shear
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Verified Strain Energy in Torsion given Polar MI and Shear Modulus of Elasticity
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Created Stress using Hook's Law
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Verified Torque given Strain Energy in Torsion
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6 More Strain Energy in Structural Members Calculators
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Adiabatic Atmosphere (2)
Created Adiabatic Exponent or Adiabatic Index
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Created Mass Density of Liquid for 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 given Column Yield Stress
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Verified Length of Column given Allowable Compressive Stress for Aluminium Columns
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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 given Allowable Load for Drop Hammer Driven Piles
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Verified Weight of Hammer given Allowable Load for Steam Hammer Driven Piles
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3 More Allowable Load on Piles Calculators
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Allowable Stress Design (4)
Verified Allowable Bearing Pressure given Area of Lowest Column of Structure
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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 Lowest Column of Structure
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Verified Load using Area of Lowest Column of Structure
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2 More Allowable Stress Design Calculators
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Arithmetic Geometric Progression (1)
Verified Sum of first n terms of arithmetic geometric progression
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2 More Arithmetic Geometric Progression Calculators
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Arithmetic Progression (1)
Verified Common difference given first term, last term and number of terms
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20 More Arithmetic Progression Calculators
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Axial Load Capacity of Single Piles (5)
Created Allowable load for given safety factor
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Created Allowable Load using Safety Factors
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Created Pile Capacity
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Created Shaft Resistance using Allowable Load and Safety Factor
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Created Toe Resistance using Allowable Load and Safety Factor
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Basics (1)
Verified Entropy change in Isobaric Processin terms of volume
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11 More Basics Calculators
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Beam Moments (15)
Created Bending Moment of Simply Supported Beams with Uniformly Varying Load
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Created Fixed end moment at left support carrying Right Angled Triangular Load at Right Angled End A
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Created Fixed end moment at left support with couple at distance a
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Created Fixed end moment at left support with point load at certain distance from left support
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Created Fixed End Moment of Fixed Beam carrying three Equispaced Point Loads
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Created Maximum Bending Moment of Cantilever Beam subjected to Point Load at Free End
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Created Maximum Bending Moment of Cantilever Subject to UDL over Entire Span
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Created Maximum Bending Moment of Overhanging Beam Subjected to Concentrated Load at Free End
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Created Maximum Bending Moment of simply supported beam with point load at distance 'a' from left support
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Created Maximum Bending Moment of simply supported beam with Uniformly Distributed Load
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Created Maximum Bending Moment of Simply Supported Beams with Point Load at Centre
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Created Moment on Fixed End of Fixed Beam carrying Two Equispaced Point Loads
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Created Moment on Fixed End of Fixed Beam carrying Uniform Varying Load
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Created Moment on Fixed End of Fixed Beam having Point Load at Center
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Created Moment on Fixed End of Fixed Beam having UDL over Entire Length
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3 More Beam Moments Calculators
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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
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4 More Bell-Coleman Cycle or Reversed Brayton or Joule Cycle Calculators
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Calculation of Deflection (11)
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 given 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 given 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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5 More Calculation of Deflection Calculators
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Cantilever Beam (5)
Created Deflection of Cantilever Beam carrying Point Load at any point
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Created Maximum deflection of cantilever beam carrying point load at free end
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Created Maximum Deflection of Cantilever Beam carrying UDL
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Created Maximum Deflection of Cantilever Beam carrying Uniformly Varying Load with max intensity at support
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Created Maximum Deflection of Cantilever Beam with Couple Moment at Free End
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9 More Cantilever Beam Calculators
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Column Base Plate Design (2)
Verified Base Plate Thickness given Projection of Base Plate beyond Flange and Parallel to Web
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Verified Projection of Base Plate beyond 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 given Maximum Stress for Short Beams
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Verified Cross-Sectional Area given Maximum Stress for Short Beams
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Verified Maximum Bending Moment given Maximum Stress for Short Beams
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Verified Maximum Stress for Short Beams
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17 More Combined Axial and Bending Loads Calculators
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Composite Columns (4)
Verified Design Strength of 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 given Design Strength of Axially Loaded Composite Column
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Created Loaded Area given Design Strength of Concrete for Direct Bearing
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Continuous Beams (4)
Verified Absolute Value of Maximum Moment in 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 with Plastic Hinge
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Created Ultimate Load for Continuous 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 (3)
Verified Cracking Moment for Reinforced Concrete Beams
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Verified Distance from Centroidal Axis given Cracking Moment
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Verified Moment of Inertia of Gross Concrete Section given Cracking Moment
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Design Mix Concrete (2)
Verified Weight of Cementitious Materials in Batch given Water Cementitious Ratio
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Verified Weight of Material given Absolute Volume of Component
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3 More Design Mix Concrete Calculators
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Doubly Reinforced Rectangular Sections (2)
Verified Bending Moment given Moment Resisting Capacity of Compressive Steel and Concrete
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Verified Moment Resisting Capacity of Concrete given Bending Moment
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16 More Doubly Reinforced Rectangular Sections Calculators
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Eccentric Loading (5)
Verified Critical Buckling Load given Deflection in Eccentric Loading
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Verified Eccentricity w.r.t axis XX given Total Stress where Load doesn't lie on Plane
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Verified Eccentricity w.r.t axis YY given Total Stress where Load doesn't lie on Plane
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Verified Load for Deflection in Eccentric Loading
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Verified Moment of Inertia about YY given Total Stress where Load doesn't lie on Plane
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15 More Eccentric Loading Calculators
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Eccentric Loads on Columns (6)
Verified Length of Rectangular Section Column under Compression
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Verified Maximum Stress for Circular Section Column under Compression
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Verified Maximum Stress for Rectangular Section Column under Compression
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Verified Radius of Kern for Circular Ring
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Verified Radius of Kern for 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 given Critical Buckling Load for Pin Ended Columns
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Verified Cross-Sectional Area given Elastic Critical Buckling Load
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Verified Elastic Critical Buckling Load
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Verified Radius of Gyration of Column given Elastic Critical Buckling Load
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Created Slenderness Ratio given Critical Buckling Load for Pin Ended Columns
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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 unbraced beam segment
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Verified Absolute value of moment at quarter point of unbraced beam segment
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Verified Absolute value of moment at three-quarter point of 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 given Critical Bending Moment of Rectangular Beam
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Created Minor Axis Moment of Inertia for Critical Bending Moment of Rectangular Beam
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Created Shear Elasticity Modulus for Critical Bending Moment of Rectangular Beam
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Created Unbraced Member Length given Critical Bending Moment of Rectangular Beam
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3 More Elastic Lateral Buckling of Beams Calculators
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Energy (1)
Verified Energy of RMS Current
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2 More Energy Calculators
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Fluid Pressure and Its Measurement (4)
Created Pressure at point in liquid given Pressure Head
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Created Pressure Difference between two Points in Liquid
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Created Pressure Head of Liquid
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Created Pressure Head of Liquid given Pressure Head of another Liquid having same Pressure
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Foundation Stability Analysis (8)
Created Correction Factor for Circle and Square
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Created Correction Factor for Rectangle
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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 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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Gravity Retaining Wall (1)
Verified Earth Thrust Horizontal Component given Sum of Righting Moments
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6 More Gravity Retaining Wall Calculators
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Group of Piles (1)
Verified Allowable Concrete-Rock Bond Stress given Allowable Design Load
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5 More Group of Piles Calculators
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Harmonic Progression (1)
Verified Nth term of harmonic progression
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4 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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Isothermal Atmosphere (4)
Created Difference in Elevation when 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 any point in liquid given elevation from datum
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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 Pile with Head Free to Move
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Verified Positive Moment Imposed on 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 for Gauge Pressure at point in liquid
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Verified Vertical Depth below Free Surface given Pressure at any point in Liquids
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13 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
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Magnetic Field Due to Current (1)
Verified Time Period of Magnetometer
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14 More Magnetic Field Due to Current Calculators
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Modulus of Elasticity (1)
Verified Modulus of Elasticity of Normal Weight and Density Concrete in USCS Units
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5 More Modulus of Elasticity Calculators
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Partial Safety Factors for Loads (6)
Verified Basic Load Effect given Ultimate Strength for Applied Wind Loads
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Verified Basic Load Effect given Ultimate Strength for Unapplied Wind and Earthquake Loads
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Verified Live Load Effect given Ultimate Strength 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 given Ultimate Strength for Applied Wind Loads
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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 given Photo Scale
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Verified Photo Scale given Focal Length
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Physical properties of soil (4)
Verified Porosity of soil
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Verified Porosity of Soil given Void Ratio
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Verified Void ratio of soil
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Verified Void Ratio of Soil given Porosity
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9 More Physical properties of soil Calculators
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Properties of Fluid (25)
Created Absolute Pressure using Equation of State
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Created Absolute Pressure using Equation of State given Specific Weight
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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 Fluid
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Created Capillary Rise or Depression when Tube is inserted in two Liquids
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Created Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in Liquid
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Created Capillary Rise when contact is between Water and Glass
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Created Compressibility of Fluid
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Created Compressibility of Fluid given Bulk Modulus of Elasticity
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Created Dynamic Viscosity given Shear Stress
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Created Dynamic Viscosity using Kinematic Viscosity
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Created Gas Constant using Equation of State
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Created Mass Density given Specific Weight
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Created Mass Density given Viscosity
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Created Pressure Intensity inside Droplet
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Created Pressure Intensity inside Liquid Jet
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Created Pressure Intensity inside 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 Velocity Gradient
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Created Velocity Gradient given Shear Stress
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Created Velocity of Fluid given Shear Stress
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Created Volume of Fluid given Specific Weight
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Safe Loads (11)
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 given Load in Middle
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5 More Safe Loads Calculators
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Seismic Loads (2)
Verified Seismic coefficient for velocity dependent structures
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Verified Seismic Response Coefficient given Base Shear
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19 More Seismic Loads Calculators
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Shaft Resistance in Cohesion less Soils (2)
Created Average Standard Penetration Resistance using Shaft Resistance Stress
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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 given Ultimate Resistance
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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 given Nominal Shear Stress
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Verified Wall Horizontal Length given Nominal Shear Stress
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Verified Wall Overall Thickness given Nominal Shear Stress
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3 More Shear Walls Calculators
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Simple Air Cooling System (1)
Verified Temperature ratio at start and end of ramming process
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1 More Simple Air Cooling System Calculators
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Simply Supported Beam (2)
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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14 More Simply Supported Beam Calculators
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Specific Weight (4)
Created Specific Weight given Mass Density
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Created Specific Weight of Fluid
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Created Specific Weight of Fluid given Specific Gravity
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Created Specific Weight using Equation of State given Absolute Pressure
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Stadia Surveying (4)
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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9 More Stadia Surveying Calculators
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Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law (1)
Verified Velocity Gradient given Pressure Gradient at Cylindrical Element
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18 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
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Surface area of Square Pyramid (2)
Verified Lateral surface area of Square Pyramid
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Verified Total surface area of Square Pyramid
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5 More Surface area of Square Pyramid Calculators
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Surface Tension (4)
Created Surface Tension given Capillary Rise or Depression
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Created Surface Tension given Pressure Intensity inside Droplet
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Created Surface Tension given Pressure Intensity inside Liquid Jet
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Created Surface Tension given Pressure Intensity inside Soap Bubble
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Tension (1)
Verified Modulus of Rupture of Concrete
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1 More Tension Calculators
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Trigonometry (1)
Verified sin2A given angle A
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4 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 given Axial-Load Capacity of Short Rectangular Members
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16 More Ultimate Strength Design of Concrete Columns Calculators
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Unsymmetrical Bending (5)
Verified Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending
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Verified Distance from Point to XX Axis given Maximum Stress in Unsymmetrical Bending
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Verified Distance from YY axis to stress point given Maximum Stress in Unsymmetrical Bending
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Created Moment of Inertia about XX given Maximum Stress in Unsymmetrical Bending
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Created Moment of Inertia about YY given Maximum Stress in Unsymmetrical Bending
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2 More Unsymmetrical Bending Calculators
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Volume of Square Pyramid (1)
Verified Volume of Square Pyramid
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4 More Volume of Square Pyramid Calculators
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