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Calculators Created by Alithea Fernandes
Alithea Fernandes
Don Bosco College of Engineering
(DBCE)
,
Goa
118
Formulas Created
117
Formulas Verified
60
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 118 and verified 117 calculators across 60 different categories till date.
Allowable-Stress Design Approach (AISC)
(4)
Verified
Allowable Bearing Pressure given Area of Lowest Column of Structure
Go
Verified
Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate
Go
Verified
Area of Foundation of Lowest Column of Structure
Go
Verified
Load using Area of Lowest Column of Structure
Go
6 More Allowable-Stress Design Approach (AISC) Calculators
Go
Curved Beams
(3)
Created
Bending Moment when Stress is Applied at Point in Curved Beam
Go
Created
Cross-Sectional Area when Stress is Applied at Point in Curved Beam
Go
Created
Stress at Point for Curved Beam as defined in Winkler-Bach Theory
Go
Deflection Computations and Concrete Beams Criteria
(3)
Verified
Cracking Moment for Reinforced Concrete Beams
Go
Verified
Distance from Centroidal Axis given Cracking Moment
Go
Verified
Moment of Inertia of Gross Concrete Section given Cracking Moment
Go
Foundation Stability Analysis
(8)
Created
Correction Factor for Circle and Square
Go
Created
Correction Factor for Rectangle
Go
Created
Correction Factor Nc for Circle and Square
Go
Created
Correction Factor Nc for Rectangle
Go
Created
Correction Factor Ny for Rectangle
Go
Created
Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
Go
Created
Maximum Soil Pressure
Go
Verified
Minimum Bearing Pressure for Eccentric Loading Conventional Case
Go
3 More Foundation Stability Analysis Calculators
Go
Strain Energy in Structural Members
(13)
Verified
Bending Moment using Strain Energy
Go
Verified
Length over which Deformation takes place given Strain Energy in Torsion
Go
Verified
Length over which Deformation takes place using Strain Energy
Go
Verified
Modulus of Elasticity with given Strain Energy
Go
Verified
Moment of Inertia using Strain Energy
Go
Verified
Polar Moment of Inertia given Strain Energy in Torsion
Go
Verified
Shear Force using Strain Energy
Go
Verified
Shear Modulus of Elasticity given Strain Energy in Torsion
Go
Verified
Strain Energy for Pure Bending when Beam rotates in One End
Go
Verified
Strain Energy in Shear
Go
Verified
Strain Energy in Torsion given Polar MI and Shear Modulus of Elasticity
Go
Created
Stress using Hook's Law
Go
Verified
Torque given Strain Energy in Torsion
Go
6 More Strain Energy in Structural Members Calculators
Go
Air Refrigeration Cycles
(1)
Verified
COP of Bell-Coleman Cycle for given Compression Ratio and Adiabatic Index
Go
7 More Air Refrigeration Cycles Calculators
Go
Air Refrigeration Systems
(1)
Verified
Temperature Ratio at Start and End of Ramming Process
Go
3 More Air Refrigeration Systems Calculators
Go
Allowable Design Loads for Aluminium Columns
(3)
Verified
Allowable Compressive Stress for Aluminium Columns
Go
Verified
Allowable Compressive Stress for Aluminium Columns given Column Yield Stress
Go
Verified
Length of Column given Allowable Compressive Stress for Aluminium Columns
Go
2 More Allowable Design Loads for Aluminium Columns Calculators
Go
Allowable Load on Piles
(2)
Verified
Height of Drop given Allowable Load for Drop Hammer Driven Piles
Go
Verified
Weight of Hammer given Allowable Load for Steam Hammer Driven Piles
Go
3 More Allowable Load on Piles Calculators
Go
Arithmetic Geometric Progression
(1)
Verified
Sum of First N Terms of Arithmetic Geometric Progression
Go
2 More Arithmetic Geometric Progression Calculators
Go
Axial Load Capacity of Single Piles
(5)
Created
Allowable Load for given Safety Factor
Go
Created
Allowable Load using Safety Factors
Go
Created
Pile Capacity
Go
Created
Shaft Resistance using Allowable Load and Safety Factor
Go
Created
Toe Resistance using Allowable Load and Safety Factor
Go
Beam Moments
(15)
Created
Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A
Go
Created
Fixed End Moment at Left Support with Couple at Distance A
Go
Created
Fixed End Moment at Left Support with Point Load at Certain Distance from Left Support
Go
Created
Fixed End Moment of Fixed Beam Carrying Three Equi-spaced Point Loads
Go
Created
Maximum Bending Moment of Cantilever Beam Subjected to Point Load at Free End
Go
Created
Maximum Bending Moment of Cantilever Subject to UDL over Entire Span
Go
Created
Maximum Bending Moment of Overhanging Beam Subjected to Concentrated Load at Free End
Go
Created
Maximum Bending Moment of Simply Supported Beam with Point Load at Distance 'a' from Left Support
Go
Created
Maximum Bending Moment of Simply Supported Beam with Uniformly Distributed Load
Go
Created
Maximum Bending Moment of Simply Supported Beams with Point Load at Centre
Go
Created
Maximum Bending Moment of Simply Supported Beams with Uniformly Varying Load
Go
Created
Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads
Go
Created
Moment on Fixed End of Fixed Beam Carrying Uniform Varying Load
Go
Created
Moment on Fixed End of Fixed Beam having Point Load at Center
Go
Created
Moment on Fixed End of Fixed Beam having UDL over Entire Length
Go
3 More Beam Moments Calculators
Go
Calculation of Deflection
(11)
Created
Deflection for Channel or Z Bar when Load in Middle
Go
Created
Deflection for Channel or Z Bar when Load is Distributed
Go
Created
Deflection for Deck Beam given Load in Middle
Go
Created
Deflection for Deck Beam when Load is Distributed
Go
Verified
Deflection for Even Legged Angle when Load in Middle
Go
Verified
Deflection for Even Legged Angle when Load is Distributed
Go
Verified
Deflection for Hollow Rectangle given Load in Middle
Go
Created
Deflection for I Beam when Load in Middle
Go
Created
Deflection for I Beam when Load is Distributed
Go
Created
Deflection for Solid Rectangle when Load in Middle
Go
Created
Deflection for Solid Rectangle when Load is Distributed
Go
5 More Calculation of Deflection Calculators
Go
Cantilever Beam
(5)
Created
Deflection of Cantilever Beam carrying Point Load at Any Point
Go
Created
Maximum Deflection of Cantilever Beam carrying Point Load at Free End
Go
Created
Maximum Deflection of Cantilever Beam carrying UDL
Go
Created
Maximum Deflection of Cantilever Beam carrying UVL with Maximum Intensity at Support
Go
Created
Maximum Deflection of Cantilever Beam with Couple Moment at Free End
Go
8 More Cantilever Beam Calculators
Go
Column Base Plate Design
(2)
Verified
Base Plate Thickness given Projection of Base Plate beyond Flange and Parallel to Web
Go
Verified
Projection of Base Plate beyond Flange and Perpendicular to Web
Go
13 More Column Base Plate Design Calculators
Go
Combined Axial and Bending Loads
(4)
Verified
Axial Load given Maximum Stress for Short Beams
Go
Verified
Cross-Sectional Area given Maximum Stress for Short Beams
Go
Verified
Maximum Bending Moment given Maximum Stress for Short Beams
Go
Verified
Maximum Stress for Short Beams
Go
15 More Combined Axial and Bending Loads Calculators
Go
Common Difference of Arithmetic Progression
(1)
Verified
Common Difference of Arithmetic Progression given Last Term
Go
3 More Common Difference of Arithmetic Progression Calculators
Go
Composite Columns
(4)
Verified
Design Strength of Axially Loaded Composite Column
Go
Created
Design Strength of Concrete for Direct Bearing
Go
Verified
Gross Area of Steel Core given Design Strength of Axially Loaded Composite Column
Go
Created
Loaded Area given Design Strength of Concrete for Direct Bearing
Go
Compression
(1)
Verified
Modulus of Rupture of Concrete
Go
18 More Compression Calculators
Go
Continuous Beams
(4)
Verified
Absolute Value of Maximum Moment in Unbraced Beam Segment
Go
Created
Condition for Maximum Moment in Interior Spans of Beams
Go
Created
Condition for Maximum Moment in Interior Spans of Beams with Plastic Hinge
Go
Created
Ultimate Load for Continuous Beam
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical
(1)
Verified
Pressure at any Point with Origin at Free Surface
Go
8 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
Go
Double Angle Trigonometry Identities
(1)
Verified
Sin 2A
Go
9 More Double Angle Trigonometry Identities Calculators
Go
Eccentric Loading
(5)
Verified
Critical Buckling Load given Deflection in Eccentric Loading
Go
Verified
Eccentricity w.r.t axis XX given Total Stress where Load doesn't lie on Plane
Go
Verified
Eccentricity wrt axis YY given Total Stress where Load doesn't lie on Plane
Go
Verified
Load for Deflection in Eccentric Loading
Go
Verified
Moment of Inertia about YY given Total Stress where Load doesn't lie on Plane
Go
13 More Eccentric Loading Calculators
Go
Eccentric Loads on Columns
(4)
Verified
Maximum Stress for Circular Section Column under Compression
Go
Verified
Maximum Stress for Rectangular Section Column under Compression
Go
Verified
Radius of Kern for Circular Ring
Go
Verified
Radius of Kern for Hollow Square
Go
3 More Eccentric Loads on Columns Calculators
Go
Elastic Lateral Buckling of Beams
(10)
Verified
Absolute Value of Moment at Centerline of Unbraced Beam Segment
Go
Verified
Absolute Value of Moment at Quarter Point of Unbraced Beam Segment
Go
Verified
Absolute Value of Moment at Three-Quarter Point of Unbraced Beam Segment
Go
Verified
Critical Bending Coefficient
Go
Created
Critical Bending Moment for Simply Supported Rectangular Beam
Go
Verified
Critical Bending Moment in Non-Uniform Bending
Go
Created
Elasticity Modulus given Critical Bending Moment of Rectangular Beam
Go
Created
Minor Axis Moment of Inertia for Critical Bending Moment of Rectangular Beam
Go
Created
Shear Elasticity Modulus for Critical Bending Moment of Rectangular Beam
Go
Created
Unbraced Member Length given Critical Bending Moment of Rectangular Beam
Go
1 More Elastic Lateral Buckling of Beams Calculators
Go
Energy
(1)
Verified
Energy of RMS Current
Go
2 More Energy Calculators
Go
Equilibrium of Compressible Fluid Atmospheric Equilibrium
(2)
Created
Adiabatic Exponent or Adiabatic Index
Go
Created
Height of Fluid Column of Constant Specific Weight
Go
6 More Equilibrium of Compressible Fluid Atmospheric Equilibrium Calculators
Go
Fluid Pressure and Its Measurement
(4)
Created
Pressure at Point in Liquid given Pressure Head
Go
Created
Pressure Difference between Two Points in Liquid
Go
Created
Pressure Head of Liquid
Go
Created
Pressure Head of Liquid given Pressure Head of another Liquid having same Pressure
Go
Gravity Retaining Wall
(1)
Verified
Earth Thrust Horizontal Component given Sum of Righting Moments
Go
6 More Gravity Retaining Wall Calculators
Go
Group Of Piles
(1)
Verified
Allowable Concrete-Rock Bond Stress given Allowable Design Load
Go
5 More Group Of Piles Calculators
Go
Harmonic Progression
(1)
Verified
Nth Term of Harmonic Progression
Go
5 More Harmonic Progression Calculators
Go
Hexagonal Pyramid
(2)
Verified
Lateral Surface Area of Hexagonal Pyramid
Go
Verified
Total Surface Area of Hexagonal Pyramid
Go
2 More Hexagonal Pyramid Calculators
Go
Job Mix Concrete Volume
(2)
Verified
Weight of Cementitious Materials in Concrete Batch
Go
Verified
Weight of Material given its Absolute Volume
Go
8 More Job Mix Concrete Volume Calculators
Go
Laterally Loaded Vertical Piles
(4)
Verified
Characteristic Pile Length for Laterally Loaded Vertical Piles
Go
Verified
Lateral Deflection for Fixed Head Pile Case
Go
Verified
Lateral Deflection of Pile with Head Free to Move
Go
Verified
Positive Moment Imposed on Pile
Go
3 More Laterally Loaded Vertical Piles Calculators
Go
Liquid Containers Subjected To Constant Horizontal Acceleration
(1)
Verified
Specific Weight of liquid for Gauge Pressure at point in liquid
Go
10 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
Go
Magnetic Field due to Current
(1)
Verified
Time Period of Magnetometer
Go
14 More Magnetic Field due to Current Calculators
Go
Modulus of Elasticity
(1)
Verified
Modulus of Elasticity of Normal Weight and Density Concrete in USCS Units
Go
4 More Modulus of Elasticity Calculators
Go
Partial Safety Factors for Loads
(6)
Verified
Basic Load Effect given Ultimate Strength for Applied Wind Loads
Go
Verified
Basic Load Effect given Ultimate Strength for Unapplied Wind and Earthquake Loads
Go
Verified
Live Load Effect given Ultimate Strength for Unapplied Wind and Earthquake Loads
Go
Verified
Ultimate Strength when Wind and Earthquake Loads are not Applied
Go
Verified
Ultimate Strength when Wind Loads are Applied
Go
Verified
Wind Load Effect given Ultimate Strength for Applied Wind Loads
Go
Photogrammetry
(4)
Verified
Elevation of Point, Line or Area
Go
Verified
Flying Height of Airplane above Datum
Go
Verified
Focal Length of Lens given Photo Scale
Go
Verified
Photo Scale given Focal Length
Go
Pin-Ended Columns
(3)
Created
Critical Buckling Load for Pin Ended Columns by Euler's Formula
Go
Verified
Cross-Sectional Area given Critical Buckling Load for Pin Ended Columns by Euler's Formula
Go
Created
Slenderness Ratio given Critical Buckling Load for Pin Ended Columns by Euler's Formula
Go
1 More Pin-Ended Columns Calculators
Go
Properties of Fluid
(25)
Created
Absolute Pressure using Equation of State given Specific Weight
Go
Created
Absolute Pressure using Gas Density
Go
Created
Absolute Temperature of Gas
Go
Created
Bulk Modulus of Elasticity
Go
Created
Capillary Rise or Depression of Fluid
Go
Created
Capillary Rise or Depression when Tube is inserted in two Liquids
Go
Created
Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in Liquid
Go
Created
Capillary Rise when Contact is between Water and Glass
Go
Created
Compressibility of Fluid
Go
Created
Compressibility of Fluid given Bulk Modulus of Elasticity
Go
Created
Dynamic Viscosity given Shear Stress
Go
Created
Dynamic Viscosity using Kinematic Viscosity
Go
Created
Gas Constant using Equation of State
Go
Created
Mass Density given Specific Weight
Go
Created
Mass Density given Viscosity
Go
Created
Pressure Intensity inside Droplet
Go
Created
Pressure Intensity inside Liquid Jet
Go
Created
Pressure Intensity inside Soap Bubble
Go
Created
Shear Stress between any two thin sheets of Fluid
Go
Created
Specific Gravity of Fluid
Go
Created
Specific Volume of Fluid
Go
Created
Velocity Gradient
Go
Created
Velocity Gradient given Shear Stress
Go
Created
Velocity of Fluid given Shear Stress
Go
Created
Volume of Fluid given Specific Weight
Go
Safe Loads
(11)
Created
Greatest Safe Load for Deck Beam when Load in Middle
Go
Created
Greatest Safe Load for Deck Beam when Load is Distributed
Go
Verified
Greatest Safe Load for Even Legged Angle when Load is Distributed
Go
Verified
Greatest Safe Load for Hollow Cylinder when Load in Middle
Go
Verified
Greatest Safe Load for Hollow Cylinder when Load is Distributed
Go
Created
Greatest Safe Load for Hollow Rectangle when Load in Middle
Go
Created
Greatest Safe Load for I Beam when Load in Middle
Go
Created
Greatest Safe Load for I Beam when Load is Distributed
Go
Verified
Greatest Safe Load for Solid Cylinder when Load in Middle
Go
Created
Greatest Safe Load for Solid Rectangle given Load in Middle
Go
Created
Greatest Safe Load for Solid Rectangle when Load is Distributed
Go
5 More Safe Loads Calculators
Go
Section modulus
(5)
Created
Section Modulus of Circular Section
Go
Created
Section Modulus of Hollow circular tube of uniform section
Go
Created
Section Modulus of Hollow Rectangular Section
Go
Created
Section Modulus of Rectangular Section
Go
Created
Section Modulus of Triangular Section
Go
Seismic Loads
(2)
Verified
Seismic Coefficient for Velocity Dependent Structures
Go
Verified
Seismic Response Coefficient given Base Shear
Go
19 More Seismic Loads Calculators
Go
Shaft Settlement and Resistance
(7)
Created
Average Standard Penetration Resistance using Shaft Resistance Stress
Go
Created
Average Ultimate Skin-Friction Stress in Tension on Failure Plane
Go
Created
Shaft Resistance Stress by Empirical Procedure
Go
Created
Ultimate Resistance for Bearing Capacity Solution
Go
Created
Ultimate Resistance for Cohesive and Cohesion less Soils
Go
Created
Weight of Shaft given Ultimate Resistance
Go
Created
Weight of Soil Contained within Failure Plane
Go
Shear Walls
(4)
Verified
Nominal Shear Stress
Go
Verified
Total Design Shear Force given Nominal Shear Stress
Go
Verified
Wall Horizontal Length given Nominal Shear Stress
Go
Verified
Wall Overall Thickness given Nominal Shear Stress
Go
4 More Shear Walls Calculators
Go
Simply Supported Beam
(2)
Created
Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center
Go
Created
Maximum and Center Deflection of Simply Supported Beam carrying UDL over its Entire Length
Go
13 More Simply Supported Beam Calculators
Go
Slender Columns
(3)
Verified
Cross-Sectional Area given Elastic Critical Buckling Load
Go
Verified
Elastic Critical Buckling Load
Go
Verified
Radius of Gyration of Column given Elastic Critical Buckling Load
Go
1 More Slender Columns Calculators
Go
Soil Origin and Its Properties
(4)
Verified
Porosity of soil
Go
Verified
Porosity of Soil given Void Ratio
Go
Verified
Void ratio of soil
Go
Verified
Void Ratio of Soil given Porosity
Go
20 More Soil Origin and Its Properties Calculators
Go
Specific Weight
(4)
Created
Specific Weight given Mass Density
Go
Created
Specific Weight of Fluid
Go
Created
Specific Weight of Fluid given Specific Gravity
Go
Created
Specific Weight using Equation of State given Absolute Pressure
Go
Stadia Surveying
(4)
Verified
Additive Constant or Stadia Constant
Go
Verified
Horizontal Distance between Center of Transit and Rod
Go
Verified
Intercept on Rod between Two Sighting Wires
Go
Verified
Stadia Distance from Instrument Spindle to Rod
Go
9 More Stadia Surveying Calculators
Go
Steady Laminar Flow in Circular Pipes – Hagen Poiseuille Law
(1)
Verified
Velocity Gradient given Pressure Gradient at Cylindrical Element
Go
11 More Steady Laminar Flow in Circular Pipes – Hagen Poiseuille Law Calculators
Go
Sum of Squares
(1)
Verified
Sum of Squares of First N Even Natural Numbers
Go
2 More Sum of Squares Calculators
Go
Surface Area of Square Pyramid
(2)
Verified
Lateral Surface Area of Square Pyramid given Slant Height
Go
Verified
Total Surface Area of Square Pyramid given Slant Height
Go
6 More Surface Area of Square Pyramid Calculators
Go
Surface Tension
(4)
Created
Surface Tension given Capillary Rise or Depression
Go
Created
Surface Tension given Pressure Intensity inside Droplet
Go
Created
Surface Tension given Pressure Intensity inside Liquid Jet
Go
Created
Surface Tension given Pressure Intensity inside Soap Bubble
Go
Thermodynamics Factor
(1)
Verified
Entropy Change in Isobaric Processin Terms of Volume
Go
11 More Thermodynamics Factor Calculators
Go
Typical Short Column Formulas
(1)
Verified
Theoretical Maximum Stress for ANC Code Spruce
Go
8 More Typical Short Column Formulas Calculators
Go
Ultimate Strength Design of Concrete Columns
(2)
Verified
Axial Load Capacity of Short Rectangular Members
Go
Verified
Compressive Reinforcement Area given Axial-Load Capacity of Short Rectangular Members
Go
7 More Ultimate Strength Design of Concrete Columns Calculators
Go
Unsymmetrical Bending
(5)
Verified
Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending
Go
Verified
Distance from Point to XX Axis given Maximum Stress in Unsymmetrical Bending
Go
Verified
Distance from YY axis to stress point given Maximum Stress in Unsymmetrical Bending
Go
Created
Moment of Inertia about XX given Maximum Stress in Unsymmetrical Bending
Go
Created
Moment of Inertia about YY given Maximum Stress in Unsymmetrical Bending
Go
2 More Unsymmetrical Bending Calculators
Go
Volume of Square Pyramid
(1)
Verified
Volume of Square Pyramid
Go
4 More Volume of Square Pyramid Calculators
Go
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