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Calculators Created by Dipto Mandal
Dipto Mandal
Indian Institute of Information Technology
(IIIT)
,
Guwahati
47
Formulas Created
376
Formulas Verified
50
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 47 and verified 376 calculators across 50 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 a point load at the free end
Go
Verified
Value of load for Cantilever beam with a uniformly distributed load
Go
Verified
Value of load for fixed beam with a central point load
Go
Verified
Value of load for fixed beam with a uniformly distributed load
Go
Verified
Value of load for fixed beam with an eccentric point load
Go
Verified
Value of load for simply supported beam with a central point load
Go
Verified
Value of load for simply supported beam with a uniformly distributed load
Go
Verified
Value of load for simply supported beam with an eccentric point load
Go
Arithmetic Progression
(3)
Verified
Arithmetic Mean of two numbers
Go
Verified
Arithmetic Mean when Harmonic Mean and Geometric Mean is given
Go
Verified
Sum of first n terms in an AP when last term is given
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
(13)
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 the drum for simple band brake(considering thickness of band)
Go
Verified
Braking torque on the drum for simple band brake(neglecting thickness of band)
Go
Verified
Force on the lever of simple band brake for anticlockwise rotation of the drum
Go
Verified
Force on the lever of simple band brake for clockwise rotation of the drum
Go
Verified
Retardation of the vehicle if the vehicle moves down the plane(brake applied to rear wheels only)
Go
Verified
Retardation of the vehicle when vehicle moves on a level track(brake applied to rear wheels)
Go
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 the tight side of the band for simple band brake if permissible tensile stress is given
Go
Verified
Total normal reaction b/w ground and front wheels(when α=0)(brake applied to rear wheels only)
Go
Verified
Total normal reaction b/w ground and rear wheels(when α=0)(brake applied to rear wheels only)
Go
70 More Brakes and Dynamometers Calculators
Go
Circular Section
(6)
Verified
Diameter of circular section if distance of the outermost layer from neutral layer is known
Go
Verified
Diameter of circular section if moment of inertia about neutral axis is given
Go
Verified
Diameter of circular section if section modulus is given
Go
Verified
Distance of the 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 if only maximum shear stress and radius of circular section are known
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 if only shear force and radius of circular section is known
Go
Verified
Moment of inertia of circular section if shear stress is known
Go
Verified
Moment of inertia of the circular section
Go
Verified
Moment of inertia of the circular section if maximum shear stress is known
Go
Verified
Moment of the shaded area (area above considered layer) about neutral axis
Go
Verified
Radius of circular section if width of beam at considered level is known
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
Shear force distribution for circular section
Go
Verified
Shear force if maximum shear stress is known
Go
Verified
Shear stress distribution for circular section
Go
Verified
Width of the beam at the considered level if radius of circular section is known
Go
Verified
Width of the beam at the considered level if shear stress is known(circular section)
Go
Critical or Whirling Speed of a Shaft
(11)
Verified
Additional deflection of centre of gravity of the rotor in terms of natural circular frequency
Go
Verified
Additional deflection of centre of gravity of the rotor in terms of whirling speed
Go
Verified
Additional deflection of centre of gravity of the rotor when the 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 the rotor
Go
Verified
Mass of the rotor in terms of centrifugal force
Go
Verified
Natural circular frequency of the shaft
Go
Verified
Static deflection of the shaft
Go
Verified
Stiffness of the shaft for equilibrium position
Go
1 More Critical or Whirling Speed of a Shaft Calculators
Go
Dunkerley’s method
(3)
Verified
Dunkerley’s empirical formula, for the natural frequency of the 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
50 More EDC Calculators
Go
Effect of Inertia of the Constraint on Torsional Vibrations
(8)
Verified
Angular velocity of free end if kinetic energy of constraint is known
Go
Verified
Angular velocity of the element
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 the constraint
Go
Verified
Total mass moment of inertia of constraint if kinetic energy of constraint is known
Go
Elasticity & Simple Harmonic Motion(SHM)
(34)
Created
Accelaration( K and x given)
Go
Created
Acceleration in SHM (when angular frequency is given)
Go
Created
Angular frequency ( when constant K and mass is given)
Go
Created
Angular frequency of shm
Go
Created
Angular frequency(when velocity and distance A given)
Go
Created
Area of the body ( when stress is given )
Go
Created
Change in length when longitudinal stress is given
Go
Created
Change in volume of the body when volume strain is given.
Go
Created
Constant A (when position is given)
Go
Created
Constant K ( when restoring force is given )
Go
Created
constant k (when angular frequency is given)
Go
Created
Displacement of upper surface
Go
Created
Distance from start(when restoring force and k is given)
Go
Created
Distance traveled ( when velocity is given )
Go
Created
Distance traveled by a particle in shm when velocity becomes zero
Go
Created
Distance travelled in shm ( when angular frequency is given )
Go
Created
Frequency of SHM
Go
Created
Longitudinal strain
Go
Created
Mass of body( when distance traveled and k is given)
Go
Created
Mass of particle (relating angular frequency w)
Go
Created
Normal stress or longitudinal stress
Go
Created
Original length when longitudinal stress is given
Go
Created
Original volume of body when strain is given
Go
Created
Perpendicular distance between the two surfaces
Go
Created
Phase in SHM
Go
Created
Ratio of shear
Go
Created
Restoring force in shm
Go
Created
restoring force( when stress is given)
Go
Created
Square of different distance traveled in shm
Go
Created
Time Period of SHM
Go
Created
Total distance traveled( when velocity and angular frequency is given) square of distances traveled
Go
Created
Velocity of particle in shm
Go
Created
Volume strain
Go
Created
Young's modulus of elasticity
Go
1 More Elasticity & Simple Harmonic Motion(SHM) Calculators
Go
Electromagnetic Induction
(6)
Created
Decay of Current in LR Circuit
Go
Verified
Energy Density of Magnetic Field
Go
Created
Growth of Current in LR Circuit
Go
Created
Self Inductance of a Solenoid
Go
Created
Time Constant of LR Circuit
Go
Created
Total Flux in Self Inductance
Go
20 More Electromagnetic Induction Calculators
Go
Free Torsional Vibrations of a Single Rotor System
(2)
Verified
Modulus of rigidity of shaft for free torsional vibration of a single rotor system
Go
Verified
Natural frequency of free torsional vibration of a single rotor system
Go
Free Torsional Vibrations of a Two Rotor System
(6)
Verified
Distance of node from rotor A, for torsional vibration of a two rotor system
Go
Verified
Distance of node from rotor B, for torsional vibration of a two rotor system
Go
Verified
Mass moment of inertia of rotor A, for torsional vibration of a two rotor system
Go
Verified
Mass moment of inertia of rotor B, for torsional vibration of a two rotor system
Go
Verified
Natural frequency of free torsional vibration for rotor A of a two rotor system
Go
Verified
Natural frequency of free torsional vibration for rotor B of a two rotor system
Go
Frequency of Free Damped Vibrations
(19)
Verified
Amplitude reduction factor
Go
Verified
Circular damped frequency (underdamping)
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 the mass from the mean position (underdamping)
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 (underdamping)
Go
Verified
Frequency of damped vibration in terms of natural frequency (underdamping)
Go
Verified
frequency of the undamped vibration (underdamping)
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 (underdamping)
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 the system under the 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 when damping is negligible
Go
Verified
Static force when maximum displacement or the amplitude of forced vibration is known
Go
Verified
Total displacement of forced vibration in terms of particular integral and complementary function
Go
Verified
Total displacement of the forced vibrations
Go
General Series
(3)
Created
Sum of n natural numbers taken power of 4(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
8 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
14 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 the 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 the outermost 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
(5)
Verified
Calculate 2arcTanA
Go
Verified
Calculate 3arcCosA
Go
Verified
Calculate 3arcSinA
Go
Verified
Calculate 3arcTanA
Go
Verified
Calculate arcSecA when value of arcCosecA is given
Go
9 More Inverse Trignometry Calculators
Go
Longitudinal vibration
(6)
Verified
Length of the constraint for longitudinal vibration
Go
Verified
Longitudinal velocity of the 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 the constraint for longitudinal vibration
Go
Verified
Velocity of the 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 the shaft from mean position
Go
Verified
Angular velocity of the shaft
Go
Verified
Moment of inertia of the disc in terms of angular velocity
Go
Verified
Moment of Inertia of the disc in terms of natural frequency of vibration
Go
Verified
Moment of inertia of the 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 the shaft
Go
Verified
Torsional stiffness of the shaft in terms of angular velocity
Go
Verified
Torsional stiffness of the shaft in terms of natural frequency of vibration
Go
Verified
Torsional stiffness of the 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 the 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
Go
Verified
Static deflection
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 the shaft in terms of circular frequency
Go
Verified
Length of the shaft in terms of natural frequency
Go
Verified
Length of the shaft in terms of static deflection
Go
Verified
Maximum bending moment at a 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
Go
Verified
Natural frequency due to uniformly distributed load
Go
Verified
Natural frequency in terms of static deflection
Go
Verified
Static deflection at a distance x from end A
Go
Verified
Static deflection in terms of natural frequency
Go
Verified
Static deflection of a 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(Shaft fixed, 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(Shaft fixed, uniformly distributed load)
Go
Verified
M.I of shaft in terms of static deflection(Shaft fixed, uniformly distributed load)
Go
Verified
Natural circular frequency of shaft fixed at both ends and carrying a 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 a uniformly distributed load
Go
Verified
Static deflection at a distance x from end A
Go
Verified
Static deflection in terms of natural frequency(Shaft fixed, uniformly distributed load)
Go
Verified
Static deflection of a simply supported shaft due to uniformly distributed load
Go
Physical Chemistry
(2)
Verified
Boiling Point Elevation
Go
Verified
Molal Boiling Point Elevation Constant when Boiling Point Elevation is Given
Go
31 More Physical Chemistry Calculators
Go
Pyramid
(1)
Verified
lateral surface area of pentagonal pyramid when side is given
Go
2 More Pyramid 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 if distance of outermost layer from neutral layer is known
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 if maximum shear stress is given(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 the considered level from neutral axis for rectangular section
Go
Verified
Maximum shear stress for the rectangular section
Go
Verified
Moment of inertia of the rectangular section about neutral axis
Go
Verified
Shear force for the rectangular section
Go
Verified
Shear force variation across neutral axis for rectangular section
Go
Verified
Shear stress for the 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 if bending stress about x-x axis is known
Go
Verified
Distance of load point from x axis if bending stress about x-x axis is known
Go
Verified
Eccentric load on column if bending stress along x-x axis is known
Go
Verified
Eccentric load on column if bending stress along y-y axis is known
Go
Verified
Eccentricity of load about y-y axis if bending stress about y-y axis is known
Go
Verified
Moment of inertia about x-x axis if bending stress about x-x axis is known
Go
Verified
Moment of inertia about y-y axis if bending stress about y-y axis is known
Go
Verified
Moment of load about y-y axis if bending stress about y-y axis is known
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 if moment due to eccentric load is given
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 if moment due to eccentric load is known
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 the 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
Section Modulus
(10)
Verified
Distance of the outermost layer from neutral axis in terms of maximum moment of resistance
Go
Verified
Distance of the 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 if maximum moment of resistance and section modulus is given
Go
Verified
Maximum stress if maximum moment of resistance is known
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
Go
Verified
Section modulus in terms of maximum moment of resistance
Go
Shear Stress At A Section
(7)
Verified
Area of the section above considered level
Go
Verified
Distance of C.G of the area(above considered level) from neutral axis
Go
Verified
Moment of the inertia of section about neutral axis
Go
Verified
Shear force at the section
Go
Verified
Shear force at the section if shear area is known
Go
Verified
Shear stress at the section
Go
Verified
Width of the beam at considered level
Go
Shear Stress Distribution In The Flange
(15)
Verified
Area of the flange(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 the considered section from neutral axis if shear stress in the flange is given
Go
Verified
Distance of the considered section from neutral axis(for the lower edge of flange)
Go
Verified
Distance of the considered section from neutral axis(for the upper edge of flange)
Go
Verified
Inner length of the I-section if shear stress for the lower edge of flange is given
Go
Verified
Moment of inertia of section for I-section
Go
Verified
Moment of inertia of the I-section if shear stress for the lower edge of flange is given
Go
Verified
Outer length of I-section if shear stress in the flange is known
Go
Verified
Outer length of the I-section if shear stress for the lower edge of flange is given
Go
Verified
Shear force distribution in the I-section(for the lower edge of flange)
Go
Verified
Shear force in the flange for I-section
Go
Verified
Shear stress distribution in the I-section(for the lower edge of flange)
Go
Verified
Shear stress in the flange for I-section
Go
Verified
Width of the section if area of the flange(area above the considered section)is known
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 inertia of section if maximum shear stress and force is known
Go
Verified
Moment of inertia of section if shear stress at the junction of top of web is known
Go
Verified
Moment of inertia of section if shear stress of web is known
Go
Verified
Moment of the flanged area about neutral axis
Go
Verified
Moment of the shaded area of web about neutral axis
Go
Verified
Shear force in the web
Go
Verified
Shear force(at junction of top of web)
Go
Verified
Shear stress in the web
Go
Verified
Shear stress(at junction of top of web)
Go
Verified
Thickness of web if maximum shear stress and force is known
Go
Verified
Thickness of web if shear stress of web is known
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 if work done by gradually applied shear force is known
Go
Verified
Shear strain Produced if work done by gradually applied shear force is known
Go
Verified
Shear stress produced if strain energy stored in a body due to shear stress is known
Go
Verified
Shear stress Produced if work done by gradually applied shear force is known
Go
Verified
Strain energy stored in a 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 the rod if stress induced in rod due to impact load is known
Go
Verified
Height through which load is dropped if stress induced in rod due to impact load is known
Go
Verified
Height through which load is dropped if work done by load is known
Go
Verified
Length of the rod if stress induced in rod due to impact load is known
Go
Verified
Load dropped if stress induced in rod due to impact load is known
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 if work done by the load is known
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 young's modulus of beam
Go
Verified
Moment of inertia of the area of section in terms of moment of resistance and stress in the layer
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
Go
Verified
Radius of the neutral layer in terms of force on the considered layer
Go
Verified
stress in the layer in terms of force on the layer
Go
Verified
Stress in the layer in terms of moment of resistance
Go
Verified
Stress in the layer(Considered in a beam subjected to simple bending)
Go
Verified
Young's modulus in terms of moment of resistance
Go
Verified
Young's modulus of the beam
Go
Verified
Young's modulus of the beam in terms of force on the 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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Transverse vibration
(6)
Verified
Length of the constraint for transverse vibrations
Go
Verified
Natural frequency of transverse vibration
Go
Verified
Total kinetic energy of the constraint for transverse vibrations
Go
Verified
Total mass of the constraint for transverse vibrations
Go
Verified
Transverse velocity of the free end
Go
Verified
Velocity of the small element for transverse vibrations
Go
Trigonometry
(2)
Created
cos2A given angle A
Go
Created
sin2A given angle A
Go
10 More Trigonometry Calculators
Go
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 a point load at the free end
Go
Verified
Length of beam for cantilever beam with a uniformly distributed load
Go
Verified
Length of beam for fixed beam with a central point load
Go
Verified
Length of beam for fixed beam with a uniformly distributed load
Go
Verified
Length of beam for fixed beam with an eccentric point load
Go
Verified
Length of beam for simply supported beam with a central point load
Go
Verified
Length of beam for Simply supported beam with a uniformly distributed load
Go
Verified
Length of beam for simply supported beam with an eccentric point 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 a point load at free end
Go
Verified
Static deflection for cantilever beam with a uniformly distributed load
Go
Verified
Static deflection for fixed beam with a central point load
Go
Verified
Static deflection for fixed beam with a uniformly distributed point load
Go
Verified
Static deflection for fixed beam with an eccentric point load
Go
Verified
Static deflection for simply supported beam with an eccentric point load
Go
Verified
Static deflection for simply supported beam with central point load
Go
Verified
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 if transmissibility ratio and maximum displacement of vibration is given
Go
Verified
Applied force if transmissibility ratio is known
Go
Verified
Damping coefficient in terms of force transmitted
Go
Verified
Force transmitted
Go
Verified
Magnification factor if transmissibility ratio is given
Go
Verified
Magnification factor in terms of transmissibility ratio if natural circular frequency is known
Go
Verified
Maximum displacement of vibration if Transmissibility ratio is known
Go
Verified
Maximum displacement of vibration in terms of force transmitted
Go
Verified
Natural circular frequency in terms of transmissibility ratio
Go
Verified
Stiffness of spring in terms of force transmitted
Go
Verified
Transmissibility ratio
Go
Verified
Transmissibility ratio if natural circular frequency and critical damping coefficient is known
Go
Verified
Transmissibility ratio if natural circular frequency and magnification factor is known
Go
Verified
Transmissibility ratio if there's no damping
Go
Verified
Transmissibility ratio in terms of magnification factor
Go
Verified
Transmissibility ratio when force transmitted is known
Go
Verified
Transmitted force if transmissibility ratio is known
Go
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