Calculator A to Z
🔍
🔍

Calculators Created by Alithea Fernandes

Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
122
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 122 and verified 132 calculators across 61 different categories till date.
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
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 when Polar MI and Shear Modulus of Elasticity is Given
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
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
17 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
Compression (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
25 More Compression Calculators
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 (3)
Verified Cracking Moment for Reinforced Concrete Beams
Go
Verified Distance From the Centroidal Axis when Cracking Moment is Given
Go
Verified Moment of Inertia of Gross Concrete Section when Cracking Moment is Given
Go
Design Mix Concrete (2)
Verified Weight of Cementitious Materials in Batch when Water Cementitious Ratio is Given
Go
Verified Weight of the Material when Absolute Volume of the Component is Given
Go
4 More Design Mix Concrete Calculators
Go
Doubly Reinforced Rectangular Sections (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 Doubly Reinforced Rectangular Sections Calculators
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
Flanged Sections (1)
Verified ω when the Neutral Axis Lies in the Flange
Go
4 More Flanged Sections 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
Gravity Retaining Wall (1)
Verified Earth Thrust Horizontal Component when Sum of Righting Moments is Given
Go
6 More Gravity Retaining Wall 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
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 point in liquid is Given
Go
Verified Vertical Depth Below Free Surface when Pressure at any point in liquids 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
13 More Magnetic Field Due to Current Calculators
Go
Partial Safety Factors for Loads (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
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 (33)
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 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
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
19 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
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
Surface area of Square Pyramid (2)
Verified Lateral surface of a square pyramid
Go
Verified Total surface area of a square pyramid
Go
5 More Surface area of Square Pyramid Calculators
Go
Tension (2)
Verified Modulus of Rupture of Concrete
Go
Verified Tensile Strength of Normal Weight and Density Concrete in USCS Units
Go
1 More Tension 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 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
Volume of Square Pyramid (1)
Verified Volume of a square pyramid
Go
5 More Volume of Square Pyramid Calculators
Go
About | Contact | Disclaimer | Terms
© 2011-2021 A softusvista inc. venture!


Share Image
Let Others Know
✖
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!