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