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Calculators Created by Dipto Mandal
Dipto Mandal
Indian Institute of Information Technology
(IIIT)
,
Guwahati
46
Formulas Created
373
Formulas Verified
58
Across Categories
List of Calculators by Dipto Mandal
Following is a combined list of all the calculators that have been created and verified by Dipto Mandal. Dipto Mandal has created 46 and verified 373 calculators across 58 different categories till date.
Values of load for the various types of beams and under various load conditions.
(8)
Verified
Value of load for Cantilever beam with point load at free end
Go
Verified
Value of load for Cantilever beam with uniformly distributed load
Go
Verified
Value of load for fixed beam with an eccentric point load
Go
Verified
Value of load for fixed beam with central point load
Go
Verified
Value of load for fixed beam with uniformly distributed load
Go
Verified
Value of load for simply supported beam with an eccentric point load
Go
Verified
Value of load for simply supported beam with central point load
Go
Verified
Value of load for simply supported beam with uniformly distributed load
Go
Angular Frequency
(3)
Created
Angular frequency given constant K and mass
Go
Created
Angular frequency given velocity and distance A
Go
Created
Angular frequency of shm
Go
Arithmetic Progression
(3)
Verified
Arithmetic mean given harmonic mean and geometric mean
Go
Verified
Arithmetic mean of two numbers
Go
Verified
Sum of first n terms in arithmetic progression given last term
Go
14 More Arithmetic Progression Calculators
Go
Atom
(2)
Verified
Energy in nth Bohr's Orbit
Go
Verified
Wavelength of Emitted Radiation for Transition from nth to mth State
Go
8 More Atom Calculators
Go
Basics
(1)
Verified
Isobaric Work (for given pressure and volumes)
Go
11 More Basics Calculators
Go
Brakes and Dynamometers
(3)
Verified
Tension in the band between the first and second block for band and block brake
Go
Verified
Tension in the tight side for band and block brake
Go
Verified
Tension in tight side of band for simple band brake in terms of permissible tensile stress
Go
21 More Brakes and Dynamometers Calculators
Go
Braking Torque
(4)
Verified
Braking torque for band and block brake, considering thickness of band
Go
Verified
Braking torque for band and block brake, Neglecting thickness of band
Go
Verified
Braking torque on drum for simple band brake, neglecting thickness of band
Go
Verified
Braking torque on the drum for simple band brake, considering thickness of band
Go
8 More Braking Torque Calculators
Go
Circular Section
(6)
Verified
Diameter of circular section for given moment of inertia about neutral axis
Go
Verified
Diameter of circular section for given section modulus
Go
Verified
Diameter of circular section in terms of distance of outermost layer from neutral layer
Go
Verified
Distance of outermost layer from neutral layer in circular sections
Go
Verified
Moment of inertia about neutral axis for circular section
Go
Verified
Section modulus for circular section
Go
Circular Section
(19)
Verified
Average shear force for circular section
Go
Verified
Average shear stress for circular section
Go
Verified
Average Shear stress for circular section in terms of maximum shear stress
Go
Verified
Maximum shear force in terms of only maximum shear stress and radius of circular section
Go
Verified
Maximum shear stress for circular section
Go
Verified
Maximum Shear stress for circular section in terms of average shear stress
Go
Verified
Maximum shear stress in terms of only shear force and radius of circular section
Go
Verified
Moment of inertia of circular section
Go
Verified
Moment of inertia of circular section in terms of maximum shear stress
Go
Verified
Moment of inertia of circular section in terms of shear stress
Go
Verified
Moment of the shaded area (area above considered layer) about neutral axis
Go
Verified
Radius of circular section in terms of average shear stress and shear force
Go
Verified
Radius of circular section in terms of maximum shear stress and shear force
Go
Verified
Radius of circular section in terms of width of beam at considered level
Go
Verified
Shear force distribution for circular section
Go
Verified
Shear force in terms of maximum shear stress
Go
Verified
Shear stress distribution for circular section
Go
Verified
Width of beam at considered level in terms of radius of circular section
Go
Verified
Width of beam at considered level in terms of shear stress for circular section
Go
Critical or Whirling Speed of a Shaft
(11)
Verified
Additional deflection of centre of gravity of rotor in terms of natural circular frequency
Go
Verified
Additional deflection of centre of gravity of rotor in terms of whirling speed
Go
Verified
Additional deflection of centre of gravity of rotor when shaft starts rotating
Go
Verified
Critical or Whirling speed in r.p.s
Go
Verified
Critical or Whirling speed in terms of static deflection
Go
Verified
Critical or whirling speed in terms of stiffness of shaft
Go
Verified
Force resisting the additional deflection of centre of gravity of rotor
Go
Verified
Mass of the rotor in terms of centrifugal force
Go
Verified
Natural circular frequency of shaft
Go
Verified
Static deflection of shaft
Go
Verified
Stiffness of shaft for equilibrium position
Go
1 More Critical or Whirling Speed of a Shaft Calculators
Go
Distance
(4)
Created
Distance from start given restoring force and constant k
Go
Created
Distance traveled by particle in shm when velocity becomes zero
Go
Created
Distance traveled given velocity
Go
Created
Distance traveled in SHM given angular frequency
Go
Dunkerley’s method
(3)
Verified
Dunkerley's empirical formula, for natural frequency of whole system
Go
Verified
Natural frequency of transverse vibration due to point load
Go
Verified
Natural frequency of transverse vibration due to uniformly distributed load
Go
EDC
(1)
Created
Maximum Efficiency Of A Steam Engine(Semiconductors)
Go
49 More EDC Calculators
Go
Effect of Inertia of the Constraint on Torsional Vibrations
(8)
Verified
Angular velocity of element
Go
Verified
Angular velocity of free end in terms of kinetic energy of constraint
Go
Verified
Kinetic energy possessed by the element
Go
Verified
Mass moment of inertia of the element
Go
Verified
Natural frequency of torsional vibration due to effect of inertia of constraint
Go
Verified
Torsional stiffness of shaft due to effect of constraint on torsional vibrations
Go
Verified
Total kinetic energy of constraint
Go
Verified
Total mass moment of inertia of constraint in terms of kinetic energy of constraint
Go
Elasticity & Simple Harmonic Motion(SHM)
(23)
Created
Accelaration given constant K and distance traveled
Go
Created
Acceleration in SHM given angular frequency
Go
Created
Area of body given stress
Go
Created
Change in length given longitudinal stress
Go
Created
Change in volume of body given volumetric strain
Go
Created
Displacement of upper surface
Go
Created
Frequency of SHM
Go
Created
Mass of body given distance traveled and constant k
Go
Created
Mass of particle given angular frequency
Go
Created
Normal stress or longitudinal stress
Go
Created
Original length given longitudinal stress
Go
Created
Original volume of body given volumetric strain
Go
Created
Perpendicular distance between two surfaces
Go
Created
Phase in SHM
Go
Created
Ratio of shear
Go
Created
Restoring force given stress
Go
Created
Restoring force in shm
Go
Created
Square of different distances traveled in SHM
Go
Created
Time Period of SHM
Go
Created
Total distance traveled given velocity and angular frequency
Go
Created
Velocity of particle in shm
Go
Created
Volume strain
Go
Created
Young's modulus of elasticity
Go
Electromagnetic Induction
(5)
Created
Decay of current in LR circuit
Go
Created
Growth of Current in LR Circuit
Go
Created
Self Inductance of Solenoid
Go
Created
Time Constant of LR Circuit
Go
Created
Total flux in self inductance
Go
10 More Electromagnetic Induction Calculators
Go
Elevation in Boiling Point
(1)
Verified
Molal Boiling Point Elevation Constant given Boiling Point Elevation
Go
16 More Elevation in Boiling Point Calculators
Go
Empirical Constant's For SHM
(3)
Created
Constant A given position
Go
Created
Constant k given angular frequency
Go
Created
Constant k given restoring force
Go
Force
(2)
Verified
Force on lever of simple band brake for anticlockwise rotation of drum
Go
Verified
Force on lever of simple band brake for clockwise rotation of drum
Go
12 More Force Calculators
Go
Free Torsional Vibrations of a Single Rotor System
(2)
Verified
Modulus of rigidity of shaft for free torsional vibration of single rotor system
Go
Verified
Natural frequency of free torsional vibration of single rotor system
Go
Free Torsional Vibrations of a Two Rotor System
(6)
Verified
Distance of node from rotor A, for torsional vibration of two rotor system
Go
Verified
Distance of node from rotor B, for torsional vibration of two rotor system
Go
Verified
Mass moment of inertia of rotor A, for torsional vibration of two rotor system
Go
Verified
Mass moment of inertia of rotor B, for torsional vibration of two rotor system
Go
Verified
Natural frequency of free torsional vibration for rotor A of two rotor system
Go
Verified
Natural frequency of free torsional vibration for rotor B of two rotor system
Go
Frequency of Free Damped Vibrations
(19)
Verified
Amplitude reduction factor
Go
Verified
Circular damped frequency (under damping)
Go
Verified
Circular damped frequency in terms of natural frequency (underdamping)
Go
Verified
Condition for critical damping
Go
Verified
Critical damping coefficient
Go
Verified
Damping factor
Go
Verified
Damping factor(in terms of natural frequency)
Go
Verified
Displacement of mass from mean position for under damping condition
Go
Verified
Frequency constant for damped vibrations (underdamping)
Go
Verified
Frequency constant for damped vibrations if circular frequency is known(underdamping)
Go
Verified
Frequency of damped vibration (under damping)
Go
Verified
Frequency of damped vibration in terms of natural frequency (underdamping)
Go
Verified
Frequency of undamped vibration in case of under damping
Go
Verified
Logarithmic decrement
Go
Verified
Logarithmic decrement in terms of circular damped frequency
Go
Verified
Logarithmic decrement in terms of circular damping coefficient
Go
Verified
Logarithmic decrement in terms of natural frequency
Go
Verified
Periodic time of vibration (under damping)
Go
Verified
Periodic time of vibration in terms of natural frequency (underdamping)
Go
Frequency of Under Damped Forced Vibrations
(15)
Verified
Complementary function
Go
Verified
Damping coefficient
Go
Verified
Deflection of system under static force
Go
Verified
External periodic disturbing force
Go
Verified
Maximum displacement or the amplitude of forced vibration
Go
Verified
Maximum displacement or the amplitude of forced vibration at resonance
Go
Verified
Maximum displacement or the amplitude of forced vibration in terms of natural frequency
Go
Verified
Maximum displacement or the amplitude of forced vibration when damping is negligible
Go
Verified
Particular integral
Go
Verified
Phase constant
Go
Verified
Static force
Go
Verified
Static force in terms of maximum displacement or amplitude of forced vibration
Go
Verified
Static force when damping is negligible
Go
Verified
Total displacement of forced vibration in terms of particular integral and complementary function
Go
Verified
Total displacement of forced vibrations
Go
General Series
(3)
Created
Sum of n natural numbers taken power of four
Go
Created
Sum of squares first n odd numbers
Go
Created
Sum of squares of first n even numbers
Go
6 More General Series Calculators
Go
Geometric Progression
(1)
Created
Common ratio
Go
9 More Geometric Progression Calculators
Go
Harmonic Progression
(1)
Created
Sum of first n terms of harmonic progression
Go
3 More Harmonic Progression Calculators
Go
Heat Transfer
(1)
Verified
Heat Transfer by Conduction at Base
Go
17 More Heat Transfer Calculators
Go
Hexagonal Pyramid
(1)
Verified
Volume of Hexagonal Pyramid
Go
2 More Hexagonal Pyramid Calculators
Go
Hollow Circular Section
(5)
Verified
Distance of outermost layer from neutral axis in hollow circular section
Go
Verified
Inner diameter of hollow circular section in terms of section modulus
Go
Verified
Moment of inertia of hollow circular section
Go
Verified
Outer diameter of hollow circular section
Go
Verified
Section modulus of hollow circular section
Go
Hollow Rectangular Section
(5)
Verified
Distance of outer most layer from neutral axis for hollow rectangular section
Go
Verified
Moment of inertia for hollow rectangular section
Go
Verified
Outer breadth of hollow rectangular section in terms of section modulus
Go
Verified
Outer length of hollow rectangular section
Go
Verified
Section modulus for hollow rectangular section
Go
Inverse Trignometry
(3)
Verified
Calculate 2arcTanA
Go
Verified
Calculate 3arcTanA
Go
Verified
Calculate arcSecA when value of arcCosecA is given
Go
3 More Inverse Trignometry Calculators
Go
Longitudinal vibration
(6)
Verified
Length of constraint for longitudinal vibration
Go
Verified
Longitudinal velocity of free end for longitudinal vibration
Go
Verified
Natural frequency of longitudinal vibration
Go
Verified
Total kinetic energy possessed by the constraint for longitudinal vibration
Go
Verified
Total mass of constraint for longitudinal vibration
Go
Verified
Velocity of small element for longitudinal vibration
Go
Magnification Factor or Dynamic Magnifier
(6)
Verified
Magnification factor
Go
Verified
Magnification factor at resonance
Go
Verified
Magnification factor if there is no damping
Go
Verified
Magnification factor in terms of displacement of vibrations
Go
Verified
Maximum displacement in terms of magnification factor
Go
Verified
Natural circular frequency in terms of magnification factor
Go
Natural Frequency of Free Torsional Vibrations
(13)
Verified
Accelerating force
Go
Verified
Angular displacement of shaft from mean position
Go
Verified
Angular velocity of shaft
Go
Verified
Moment of inertia of disc in terms of angular velocity
Go
Verified
Moment of Inertia of disc in terms of natural frequency of vibration
Go
Verified
Moment of inertia of disc in terms of time period of vibration
Go
Verified
Natural frequency of vibration
Go
Verified
Restoring force for free torsional vibrations
Go
Verified
Time period for the vibrations
Go
Verified
Torsional stiffness of shaft
Go
Verified
Torsional stiffness of shaft in terms of angular velocity
Go
Verified
Torsional stiffness of shaft in terms of natural frequency of vibration
Go
Verified
Torsional stiffness of shaft in terms of time period of vibration
Go
Natural Frequency of Free Transverse Vibrations
(8)
Verified
Acceleration of body in terms of stiffness of shaft
Go
Verified
Length of shaft
Go
Verified
Load at the free end
Go
Verified
Moment of inertia of shaft in terms of static deflection
Go
Verified
Natural Frequency of free transverse vibrations
Go
Verified
Restoring force in terms of stiffness of shaft
Go
Verified
Static deflection in terms of moment of inertia of shaft
Go
Verified
Time period of free transverse vibrations
Go
Natural Frequency of Free Transverse Vibrations Due to Uniformly Distributed Load Acting Over a Simply Supported Shaft
(17)
Verified
Circular frequency due to uniformly distributed load
Go
Verified
Circular frequency in terms of static deflection
Go
Verified
Length of shaft in terms of circular frequency
Go
Verified
Length of shaft in terms of natural frequency
Go
Verified
Length of shaft in terms of static deflection
Go
Verified
Maximum bending moment at distance x from end A
Go
Verified
Moment of Inertia of shaft in terms of circular frequency
Go
Verified
Moment of Inertia of shaft in terms of natural frequency
Go
Verified
Moment of Inertia of shaft in terms of static deflection in terms of load per unit length
Go
Verified
Natural frequency due to uniformly distributed load
Go
Verified
Natural frequency in terms of static deflection
Go
Verified
Static deflection at distance x from end A
Go
Verified
Static deflection in terms of natural frequency
Go
Verified
Static deflection of simply supported shaft due to uniformly distributed load
Go
Verified
Uniformly distributed load unit length in terms of circular frequency
Go
Verified
Uniformly distributed load unit length in terms of natural frequency
Go
Verified
Uniformly distributed load unit length in terms of static deflection
Go
Natural Frequency of Free Transverse Vibrations of a Shaft Fixed at Both Ends Carrying a Uniformly Distributed Load
(17)
Verified
Bending moment at a distance x from end A
Go
Verified
Circular frequency in terms of static deflection(Shaft fixed, uniformly distributed load)
Go
Verified
Length of shaft in terms of natural circular frequency(Shaft fixed, uniformly distributed load)
Go
Verified
Length of shaft in terms of natural frequency(Shaft fixed, uniformly distributed load)
Go
Verified
Length of shaft in terms of static deflection(Shaft fixed, uniformly distributed load)
Go
Verified
Load in terms of natural circular frequency(Shaft fixed, uniformly distributed load)
Go
Verified
Load in terms of natural frequency for fixed shaft and uniformly distributed load
Go
Verified
Load in terms of static deflection(Shaft fixed, uniformly distributed load)
Go
Verified
M.I of shaft in terms of natural circular frequency(Shaft fixed, uniformly distributed load)
Go
Verified
M.I of shaft in terms of natural frequency for fixed shaft and uniformly distributed load
Go
Verified
M.I of shaft in terms of static deflection for fixed Shaft and uniformly distributed load
Go
Verified
Natural circular frequency of shaft fixed at both ends and carrying uniformly distributed load
Go
Verified
Natural frequency in terms of static deflection(Shaft fixed, uniformly distributed load)
Go
Verified
Natural frequency of shaft fixed at both ends and carrying uniformly distributed load
Go
Verified
Static deflection at distance x from end A in terms of length of shaft
Go
Verified
Static deflection in terms of natural frequency(Shaft fixed, uniformly distributed load)
Go
Verified
Static deflection of shaft due to uniformly distributed load in terms of length of shaft
Go
Pentagonal Pyramid
(1)
Verified
Lateral surface area of Pentagonal Pyramid
Go
2 More Pentagonal Pyramid Calculators
Go
Physical Chemistry
(1)
Verified
Boiling Point Elevation
Go
23 More Physical Chemistry Calculators
Go
Rectangular Section
(5)
Verified
Breadth of rectangular section in terms of section modulus
Go
Verified
Distance of outermost layer from neutral layer for rectangular section
Go
Verified
Length of rectangular section in terms of distance of outermost layer from neutral layer
Go
Verified
Length of rectangular section in terms of section modulus
Go
Verified
Section modulus for rectangular section
Go
Rectangular Section
(10)
Verified
Average shear stress for the rectangular section
Go
Verified
Average shear stress in terms of maximum shear stress for rectangular section
Go
Verified
Distance of C.G of the area(area above considered level)from neutral axis for rectangular section
Go
Verified
Distance of considered level from neutral axis for rectangular section
Go
Verified
Maximum shear stress for the rectangular section
Go
Verified
Moment of inertia of rectangular section about neutral axis
Go
Verified
Shear force for rectangular section
Go
Verified
Shear force variation across neutral axis for rectangular section
Go
Verified
Shear stress for rectangular section
Go
Verified
Shear stress variation across neutral axis for rectangular section
Go
Rectangular Section Is Subjected To Load Eccentric To Both Axis
(10)
Verified
Bending stress due to eccentricity about y-y axis
Go
Verified
Bending stress due to eccentricity about y-y axis in terms of eccentric load on column
Go
Verified
Distance of load point from x-axis in terms of bending stress about x-x axis
Go
Verified
Distance of load point from y-axis in terms of bending stress about y-y axis
Go
Verified
Eccentric load on column in terms of bending stress along x-x axis
Go
Verified
Eccentric load on column in terms of bending stress along y-y axis
Go
Verified
Eccentricity of load about y-y axis in terms of bending stress about y-y axis
Go
Verified
Moment of inertia about x-x axis in terms of bending stress about x-x axis
Go
Verified
Moment of inertia about y-y axis in terms of bending stress about y-y axis
Go
Verified
Moment of load about y-y axis in terms of bending stress about y-y axis
Go
8 More Rectangular Section Is Subjected To Load Eccentric To Both Axis Calculators
Go
Rectangular Section Is Subjected To Eccentric Load
(21)
Verified
Bending stress in terms of eccentric load and eccentricity
Go
Verified
Bending stress in terms of moment due to load
Go
Verified
Depth of column in terms of bending stress and eccentric load
Go
Verified
Depth of column in terms of bending stress and moment due to load
Go
Verified
Eccentric load in terms of bending stress
Go
Verified
Eccentric load in terms of maximum stress
Go
Verified
Eccentric load in terms of minimum stress
Go
Verified
Eccentricity for given moment due to eccentric load
Go
Verified
Eccentricity in terms of bending stress
Go
Verified
Eccentricity in terms of maximum stress
Go
Verified
Eccentricity in terms of minimum stress
Go
Verified
Load in terms of moment due to eccentric load
Go
Verified
Maximum stress
Go
Verified
Maximum stress in terms of eccentric load and eccentricity
Go
Verified
Minimum stress
Go
Verified
Minimum stress in terms of eccentric load and eccentricity
Go
Verified
Moment due to eccentric load
Go
Verified
Moment due to load in terms of bending stress
Go
Verified
Moment of inertia of column section about neutral axis
Go
Verified
Width of column in terms of bending stress and eccentric load
Go
Verified
Width of column in terms of bending stress and moment due to load
Go
Retardation Of The Vehicle
(2)
Verified
Retardation of vehicle if vehicle moves down plane if brakes are applied to rear wheels only
Go
Verified
Retardation of vehicle when vehicle moves on level track if brakes are applied to rear wheels
Go
7 More Retardation Of The Vehicle Calculators
Go
Section Modulus
(10)
Verified
Distance of outermost layer from neutral axis in terms of maximum moment of resistance
Go
Verified
Distance of outermost layer from neutral axis in terms of section modulus
Go
Verified
Maximum moment of resistance
Go
Verified
Maximum moment of resistance in terms of section modulus
Go
Verified
Maximum stress in terms of maximum moment of resistance
Go
Verified
Maximum stress in terms of maximum moment of resistance and section modulus
Go
Verified
Moment of inertia about neutral axis in terms of maximum moment of resistance
Go
Verified
Moment of inertia about neutral axis in terms of section modulus
Go
Verified
Section modulus in terms of Distance between Outermost and Neutral Layer
Go
Verified
Section modulus in terms of maximum moment of resistance
Go
1 More Section Modulus Calculators
Go
Shear Stress At A Section
(7)
Verified
Area of section above considered level
Go
Verified
Distance of center of gravity of the area(above considered level) from the neutral axis
Go
Verified
Moment of inertia of section about neutral axis
Go
Verified
Shear force at section
Go
Verified
Shear force at section in terms of shear area
Go
Verified
Shear stress at section
Go
Verified
Width of beam at considered level
Go
Shear Stress Distribution In The Flange
(15)
Verified
Area of flange or area above the considered section
Go
Verified
Distance of C.G of the area(area above the considered section)of flange from neutral axis
Go
Verified
Distance of considered section from neutral axis for given shear stress in flange
Go
Verified
Distance of considered section from neutral axis for the lower edge of flange
Go
Verified
Distance of considered section from neutral axis for the upper edge of flange
Go
Verified
Inner length of I-section in terms of shear stress for lower edge of flange
Go
Verified
Moment of inertia of I section if shear stress for lower edge of flange is given
Go
Verified
Moment of inertia of section for I-section
Go
Verified
Outer length of I section in terms of shear stress for lower edge of flange
Go
Verified
Outer length of I-section in terms of shear stress in flange
Go
Verified
Shear force distribution in I-section for lower edge of flange
Go
Verified
Shear force in the flange for I-section
Go
Verified
Shear stress distribution in I-section for lower edge of flange
Go
Verified
Shear stress in the flange for I-section
Go
Verified
Width of section in terms of area above considered section of flange
Go
Shear Stress Distribution In The Web
(16)
Verified
Distance of considered level from neutral axis at junction of top of web
Go
Verified
Maximum shear force at neutral axis
Go
Verified
Maximum shear stress at neutral axis
Go
Verified
Moment of flanged area about neutral axis
Go
Verified
Moment of inertia of section in terms of maximum shear stress and force
Go
Verified
Moment of inertia of section in terms of shear stress at junction of top of web
Go
Verified
Moment of inertia of section in terms of shear stress of web
Go
Verified
Moment of shaded area of web about neutral axis
Go
Verified
Shear force at junction of top of web
Go
Verified
Shear force in the web
Go
Verified
Shear stress at junction of top of web
Go
Verified
Shear stress in the web
Go
Verified
Thickness of web in terms of maximum shear stress and force
Go
Verified
Thickness of web in terms of shear stress of web
Go
Verified
Width of section if moment of flange area about neutral axis is known
Go
Verified
Width of section if shear stress at the junction of top of web is known
Go
2 More Shear Stress Distribution In The Web Calculators
Go
Strain Energy Stored In A Body Due To Shear Stress
(8)
Verified
Average load value in terms of work done by gradually applied shear force
Go
Verified
Shear strain Produced in terms of work done by gradually applied shear force
Go
Verified
Shear stress produced in terms of strain energy stored in body due to shear stress
Go
Verified
Shear stress Produced in terms of work done by gradually applied shear force
Go
Verified
Strain energy stored in body due to shear stress
Go
Verified
Work done by gradually applied shear force in terms of average load
Go
Verified
Work done by gradually applied shear force in terms of shear strain
Go
Verified
Work done by gradually applied shear force in terms of shear stress
Go
Strain Energy Stored In A Body When The Load Is Applied With Impact
(10)
Verified
Cross sectional area of rod if stress induced in rod due to impact load is known
Go
Verified
Height through which load is dropped in terms of stress induced in rod due to impact load
Go
Verified
Height through which load is dropped in terms of work done by load
Go
Verified
Length of rod in terms of stress induced in rod due to impact load
Go
Verified
Load dropped in terms of stress induced in rod due to impact load
Go
Verified
Stress induced in rod due to impact load
Go
Verified
Stress induced in rod due to impact load(If height through which load is dropped=0)
Go
Verified
Value of load applied with impact in terms of work done by load
Go
Verified
Value of load dropped(If height through which load is dropped=0)
Go
Verified
Work done by the load(If extension of rod due to load is small)
Go
Stress Variation
(18)
Verified
Distance between the considered layer and neutral layer
Go
Verified
Distance between the considered layer and neutral layer in terms of force on the layer
Go
Verified
Distance between the considered layer and the neutral layer in terms of moment of resistance
Go
Verified
Force on the layer in terms of stress on the layer
Go
Verified
Force on the layer in terms of young's modulus of beam
Go
Verified
Moment of inertia of area of section in terms of moment of resistance and stress in the layer
Go
Verified
Moment of inertia of area of section in terms of moment of resistance and young's modulus of beam
Go
Verified
Moment of resistance
Go
Verified
Moment of resistance in terms of stress in the layer
Go
Verified
Radius of neutral axis in terms of moment of resistance
Go
Verified
Radius of neutral layer
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Radius of neutral layer in terms of force on considered layer
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Stress in layer if it's considered that beam is subjected to simple bending
Go
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Stress in the layer in terms of force on the layer
Go
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Stress in the layer in terms of moment of resistance
Go
Verified
Young's modulus in terms of moment of resistance
Go
Verified
Young's modulus of beam
Go
Verified
Young's modulus of beam in terms of force on layer
Go
Theoretical Vapour compression cycle with Dry Saturated vapour after compression
(2)
Verified
Coefficient of Performance (for given hf3)
Go
Verified
Refrigerating Effect(for given h1 and h4)
Go
8 More Theoretical Vapour compression cycle with Dry Saturated vapour after compression Calculators
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Total Normal Reaction
(2)
Verified
Total normal reaction between ground and front wheels for 0 accln, brakes applied to rear wheels
Go
Verified
Total normal reaction between ground and rear wheels for 0 accln, brakes applied to rear wheels
Go
10 More Total Normal Reaction Calculators
Go
Transverse vibration
(6)
Verified
Length of constraint for transverse vibrations
Go
Verified
Natural frequency of transverse vibration
Go
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Total kinetic energy of constraint for transverse vibrations
Go
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Total mass of constraint for transverse vibrations
Go
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Transverse velocity of free end
Go
Verified
Velocity of small element for transverse vibrations
Go
Trigonometry
(2)
Created
cos2A given angle A
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Created
sin2A given angle A
Go
2 More Trigonometry Calculators
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Values of length of beam for the various types of beams and under various load conditions
(8)
Verified
Length of beam for cantilever beam with point load at free end
Go
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Length of beam for cantilever beam with uniformly distributed load
Go
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Length of beam for fixed beam with an eccentric point load
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Length of beam for fixed beam with central point load
Go
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Length of beam for fixed beam with uniformly distributed load
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Length of beam for simply supported beam with an eccentric point load
Go
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Length of beam for simply supported beam with central point load
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Length of beam for Simply supported beam with uniformly distributed load
Go
Values of static deflection for the various types of beams and under various load conditions
(8)
Verified
Static deflection for cantilever beam with point load at free end
Go
Verified
Static deflection for cantilever beam with uniformly distributed load
Go
Verified
Static deflection for fixed beam with an eccentric point load
Go
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Static deflection for fixed beam with central point load
Go
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Static deflection for fixed beam with uniformly distributed point load
Go
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Static deflection for simply supported beam with an eccentric point load
Go
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Static deflection for simply supported beam with central point load
Go
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Static deflection for simply supported beam with uniformly distributed load
Go
Vibration Isolation and Transmissibility
(18)
Verified
Angular velocity of vibration in terms of force transmitted
Go
Verified
Applied force given transmissibility ratio
Go
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Applied force given transmissibility ratio and maximum displacement of vibration
Go
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Damping coefficient in terms of force transmitted
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Force transmitted
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Magnification factor given transmissibility ratio
Go
Verified
Magnification factor in terms of transmissibility ratio given natural circular frequency
Go
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Maximum displacement of vibration given Transmissibility ratio
Go
Verified
Maximum displacement of vibration in terms of force transmitted
Go
Verified
Natural circular frequency in terms of transmissibility ratio
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Verified
Stiffness of spring in terms of force transmitted
Go
Verified
Transmissibility ratio
Go
Verified
Transmissibility ratio given force transmitted
Go
Verified
Transmissibility ratio given natural circular frequency and critical damping coefficient
Go
Verified
Transmissibility ratio given natural circular frequency and magnification factor
Go
Verified
Transmissibility ratio if there is no damping
Go
Verified
Transmissibility ratio in terms of magnification factor
Go
Verified
Transmitted force given transmissibility ratio
Go
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