Calculators Created by M Naveen

National Institute of Technology (NIT), Warangal
https://www.linkedin.com/in/lucky-naveen-b6a007181/
670
Formulas Created
1007
Formulas Verified
300
Across Categories

List of Calculators by M Naveen

Following is a combined list of all the calculators that have been created and verified by M Naveen. M Naveen has created 670 and verified 1007 calculators across 300 different categories till date.
Verified Deflection given Proof Load on Leaf Spring
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3 More Deflection Calculators
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Verified Dynamic Viscosity given Shear Stress resisting Motion of Piston
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5 More Dynamic Viscosity Calculators
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Verified Mean Velocity of Flow given Pressure Head Drop
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4 More Mean Velocity of Flow Calculators
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Verified Modulus of Elasticity given Proof Load on Leaf Spring
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3 More Modulus of Elasticity Calculators
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Verified Stress along X- Direction with known Shear Stress in Bi-Axial Loading
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Verified Stress along Y- Direction using Shear Stress in Bi-Axial Loading
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2 More Normal Stress in Bi-Axial Loading Calculators
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Verified Angle of oblique plane when member is subjected to axial loading
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4 More Normal Stress of members Subjected to Axial Load Calculators
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Verified Pressure Gradient given Shear Stress Distribution Profile
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5 More Pressure Gradient Calculators
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Verified Velocity of Piston for Shear Force Resisting Motion of Piston
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Verified Velocity of Pistons for Pressure Drop over Length of Piston
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4 More Velocity of Piston Calculators
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Verified Angle wave orthogonal makes with current in Non-propagated Wave Values of F on forbidden region
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Verified Channel depth in non propagated wave values
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Verified Channel depth in non-propagated wave values of F in forbidden region
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Verified Channel velocity in non-propagated wave values of F in forbidden region
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Verified Effect of Current on Wave Height
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Verified Inlet Current Wave Height Factor
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Verified Non propagated wave values in forbidden region boundary line
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Verified Non propagated wave values in forbidden region of boundary line
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Verified Wave Height entering Inlet
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Verified Wave period in non propagated wave values
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Verified Distance to Accelerate and Stop given Full Strength Pavement Distance
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Verified Field length or total amount of runway needed
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Verified Full Strength Pavement Distance for Aborted Takeoff
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Verified Full Strength Pavement Distance given Field Length
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Verified Stopway Distance given Field Length
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Verified Stopway Distance given Full Strength Pavement Distance
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Verified Constant of Proportionality for greater Air Trip Distances
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Verified Constant of Proportionality given Travel by Air Passengers between Cities
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Verified Cost of Travel between i and j given Travel by Air Passengers between Cities
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Verified Distance between i and j given Travel by Air Passengers between Cities i and j
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Verified Population of destination city given travel by air passengers between cities
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Verified Population of origin city given travel by air passengers between cities
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Verified Total Air Trips generated in City i for greater Air Trip Distances
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Verified Total Air Trips generated in City i given Travel by Air Passengers between Cities
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Verified Total Air Trips generated in City j for greater Air Trip Distances
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Verified Total Air Trips generated in City j given Travel by Air Passengers between Cities
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Verified Travel by Air Passengers between Cities i and j for greater Air Trip Distances
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Verified Travel by Air Passengers between Cities i and j given Travel Cost
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1 More Air Trip Distribution Models Calculators
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Verified Aircraft gross wing area for drag force to vehicle body
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Verified Aircraft gross wing area for lifting force provided by wing body of vehicle
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Verified Aircraft Gross Wing Area given Vehicle Speed under Steady Flight Conditions
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Verified Aircraft Gross Wing Area given Vehicle Stalling Speed
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Verified Drag Coefficient Wing Area for Drag Force to Vehicle Body
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Verified Drag Force to Vehicle Body
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Verified Lift Coefficient given Vehicle Speed under Steady Flight Conditions
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Verified Maximum Attainable Lift Coefficient given Vehicle Stalling Speed
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Verified Vehicle speed for drag force to vehicle body
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Verified Vehicle Speed under Steady Flight Conditions
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Verified Vehicle Stalling Speed given Maximum Attainable Lift Coefficient
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Verified Desired Take off Weight
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Verified Fuel weight to be carried given desired take off weight
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Verified Lift coefficient for lifting force provided by wing body of vehicle
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Verified Lifting force given friction force due to rolling resistance
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Verified Lifting force provided by wing body of vehicle
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Verified Operating empty weight when desired take-off weight is considered
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Verified Payload carried when desired take-off weight is considered
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Verified Speed of sound (Mach number)
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Verified True Mach number when true aircraft speed
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Verified Vehicle speed for lifting force provided by wing body of vehicle
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1 More Aircraft Runway Length Estimation Calculators
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Verified Moment Gradient Factor given Smaller and Larger Beam End Moment
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2 More Allowable Stress Design for Bridge Beams Calculators
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Verified Shear Buckling Coefficient given Allowable Shear stress for Flexural Members in Bridges
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2 More Allowable Stress Design for Shear in Bridges Calculators
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Verified Change in Rate of Flow given Torque Exerted on Fluid
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Verified Radial distance r1 given Torque Exerted on Fluid
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Verified Radial distance r2 given Torque Exerted on Fluid
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Verified Torque Exerted on Fluid
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Verified Velocity at Radial distance r1 given Torque Exerted on Fluid
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Verified Velocity at Radial distance r2 given Torque Exerted on Fluid
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Verified Constant K3 given Deflection Due to Shear on Arch Dam
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Verified Rotation Due to Shear on Arch Dam
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20 More Arch Dams Calculators
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Verified Buoyant Force of body submerged in Fluid
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Verified Mass density of fluid for buoyant force submerged in fluid
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Verified Volume of submerged part of object given buoyant force of body submerged in fluid
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Verified Depth at which Reservoir is Completely filled up
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Verified Incremental Sediment Volume
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Verified Original reservoir area at new zero level
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Verified Sediment Volume between Old Zero and New Zero Bed Level
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Verified Sediment volume to be distributed in reservoir
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Created Amount of hydropower
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Created Effective Head given Amount of Hydropower
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Created Effective Head given Energy through Hydraulic Turbines
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Created Efficiency of hydropower station given amount of hydropower
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Created Efficiency of hydropower station given energy through hydraulic turbines
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Created Energy through Hydraulic Turbines
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Created Head given amount of hydropower
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Created Head given energy through hydraulic turbines
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Created Head Loss given Amount of Hydropower
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Created Head Loss given Energy through Hydraulic Turbines
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Created Period of Flow given Energy through Hydraulic Turbines
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Created Rate of Flow of Water given Amount of Hydropower
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Created Rate of Flow of Water given Energy through Hydraulic Turbines
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Verified Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement
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Verified Area of Concrete given Stress in Concrete in Presence of Non-Prestressed Reinforcement
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Verified Area of Non-Prestressed Reinforcement given Stress in Concrete
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Verified Prestress at Transfer after Short Term Loss
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Verified Prestress at Transfer after Short Term Loss in Presence of Non-Prestressed Reinforcement
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Verified Stress in Concrete in Member without Non-Prestressed Reinforcement
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Verified Stress in Concrete in Presence of Non-prestressed Reinforcement
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Verified Attractive Force Potentials per unit Mass for Moon
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Verified Attractive Force Potentials per unit Mass for Moon given Harmonic Polynomial Expansion
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Verified Attractive Force Potentials per unit Mass for Sun
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Verified Attractive Force Potentials per unit Mass for Sun given Harmonic Polynomial Expansion
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Verified Distance from center of earth to center of moon given attractive force potentials
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Verified Mass of Moon given attractive force potentials per unit mass for Sun
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Verified Mass of Moon given attractive force potentials with harmonic polynomial expansion
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Verified Mass of Sun given attractive force potentials per unit mass for
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Verified Mass of Sun given attractive force potentials with harmonic polynomial expansion
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Verified Mean radius of earth given attractive force potentials per unit mass for moon
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Verified Mean radius of earth given attractive force potentials per unit mass for Sun
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Verified Moon's Tide-generating attractive Force Potential
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Verified Tide-generating attractive Force Potential for Sun
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Verified Area at Section 1 of Bars of uniform Strength
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2 More Bar of Uniform Strength Calculators
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Created Absolute pressure given absolute temperature
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Created Absolute temperature given absolute pressure
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Created Boyle's Law According to Adiabatic Process
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Created Boyle's Law According to Isothermal Process
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Created Boyle's Law given Mass Density
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Created Boyle's Law given weight density in adiabatic process
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Created Constant for external work done in adiabatic process introducing pressure
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Created Continuity Equation for Compressible Fluids
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Created External work done by gas given total heat supplied
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Created External Work Done by Gas in Adiabatic Process Introducing Pressure
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Created Gas constant given absolute pressure
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Created Increase in internal energy given total heat supplied to gas
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Created Kinetic energy given total energy in compressible fluids
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Created Mass density given absolute pressure
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Created Molecular energy given total energy in compressible fluids
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Created Potential energy given total energy in compressible fluids
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Created Pressure energy given total energy in compressible fluids
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Created Pressure for external work done by gas in adiabatic process introducing pressure
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Created Pressure given Constant
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Created Specific volume for external work done in adiabatic process introducing pressure
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Created Total Energy in compressible fluids
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Created Total heat supplied to gas
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Verified Superelevation due to varying Entrance Channel Cross Section
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Verified Tidal Amplitude in Ocean
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2 More Bay Superelevation Calculators
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Beams (10)
Created Beam Depth for Extreme Fiber Stress in Rectangular Timber Beam
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Created Beam depth given horizontal shearing stress
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Created Beam Width given Extreme Fiber Stress for Rectangular Timber Beam
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Created Beam Width given Horizontal Shearing Stress
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Created Bending Moment using Extreme Fiber Stress for Rectangular Timber Beam
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Created Extreme Fiber Stress for Rectangular Timber Beam given Section Modulus
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Created Extreme Fiber Stress in Bending for Rectangular Timber Beam
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Created Horizontal Shearing Stress in Rectangular Timber Beam
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Created Section Modulus given Height and Breadth of Section
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Created Total Shear given Horizontal Shearing Stress
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3 More Beams Calculators
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Beams (1)
Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams
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11 More Beams Calculators
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Verified Equation for Suspended Sediment Load
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Verified Stream Flow Discharge given Suspended Sediment Load
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1 More Bed Material Load Calculators
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Verified Dead Load Moment given Stress in Steel for Shored Members
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Verified Stress in Steel for Unshored Members
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8 More Bending Stresses Calculators
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Verified Braking distance on inclined surface
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Verified Braking distance on inclined surface with efficiency n
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Verified Breaking Distance given Stopping Sight Distance
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4 More Braking Distance Calculators
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Created Actual discharge over broad crested weir
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Created Additional head given head for broad crested weir
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Created Coefficient of discharge given actual discharge over broad crested weir
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Created Coefficient of discharge given discharge of weir if critical depth is constant
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Created Coefficient of discharge if velocity is considered for discharge over crested weir
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Created Critical Depth due to reduction in area of flow section given total head
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Created Discharge of broad crested weir if critical depth is constant
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Created Discharge over broad crested weir
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Created Discharge over broad crested weir if coefficient of discharge is considered
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Created Head for broad crested weir
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Created Head if velocity is considered for discharge over broad crested weir
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Created Head on upstream given head for broad crested weir
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Created Length of crest given actual discharge over broad crested weir
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Created Length of crest given discharge over weir
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Created Length of crest if critical depth is constant for discharge of weir
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Created Length of crest if velocity is considered for discharge over broad crested weir
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Created Total Head above weir crest
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Created Total Head for actual discharge over broad crested weir
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Created Total head for constant critical depth
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Created Total Head given discharge over weir crest
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Created Velocity of Flow given head
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Created Buoyancy force given volume of vertical prism
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Created Buoyant Force on Entire Submerged Body
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Created Buoyant force on vertical prism
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Created Buoyant Force when Body Floats at between two immiscible fluids of specificweights
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Created Cross Sectional Area of Prism given Buoyancy Force
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Created Cross Sectional Area of Prism given Volume of Vertical Prism dV
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Created Pressure Head Difference given Buoyancy Force
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Created Pressure Head Difference given Volume of Vertical Prism dV
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Created Specific Weight pf Fluid given Buoyancy Force
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Created Total Buoyant Force given Volumes of Elementary Prism Submerged in Fluids
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Created Volume of Submerged Body given Buoyant Force on Entire Submerged Body
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Created Volume of Vertical Prism
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Verified Maximum Intensity of Vertical Force in horizontal plane on Buttress Dam
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Verified Minimum Intensity in horizontal plane on Buttress Dam
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10 More Buttress Dams Calculators
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Verified Natural frequency of each Cable
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Verified Span of Cable given Natural Frequency of each Cable
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2 More Cable Systems Calculators
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Created Average Strain at Selected Level given Crack Width
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Created Center to center spacing given shortest distance
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Created Crack Width on Surface of Section
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Created Depth of Neutral Axis given Crack Width
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Created Diameter of longitudinal bar given shortest distance
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Created Effective cover given shortest distance
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Created Minimum Clear Cover given Crack Width
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Created Shortest Distance from Selected Level on Surface to aLongitudinal Bar
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Created Total Depth of Member given Crack Width
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Verified Counterfort Shear Unit Stress on Horizontal Section
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Created Shear Force on Section
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Created Shear Force on Section for Vertical Wall Face
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Verified Cross Sectional Area of Tube using Dynamic Viscosity
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Verified Diameter of Pipe given Kinematic Viscosity
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Verified Diameter of Pipe using Dynamic Viscosity with time
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Verified Length of Pipe given Kinematic Viscosity
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Verified Time of Rise of Level from h1 to h2 using Dynamic Viscosity
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Verified Time Required given Kinematic Viscosity
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12 More Capillary Tube Viscometer Calculators
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Created Carbon Content
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Created Carbon equivalent of structural steel
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Created Chromiun Content given Carbon Equivalent
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Created Copper given Carbon Equivalent
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Created Manganese Content
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Created Molybdenum given Carbon Equivalent
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Created Nickel Content given Carbon Equivalent
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Created Vanadium given Carbon Equivalent
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Verified UDL given Tension at any Point of Simple Cable with UDL
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3 More Catenary Calculators
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Verified Tension at Supports given Catenary Parameter for UDL on Catenary Parabolic Cable
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5 More Catenary Cable Sag and Distance between Supports Calculators
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Verified Centrifugal Force Acting on Vehicle
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Verified Centrifugal Ratio
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Verified Design Speed of Highway
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Verified Design Speed of Railway
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Verified Radius of Curve given Centrifugal Force
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Verified Speed of Vehicle given Centrifugal Force
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Created Approximate Chord offset for chord of length
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Created Central angle for portion of curve approximate for chord definition
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Created Central angle for portion of curve exact for arc definition
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Created Central angle of curve for given length of curve
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Created Central angle of curve for given length of long chord
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Created Central Angle of Curve for given Tangent Distance
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Created Degree of curve for given length of curve
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Created Degree of curve for given radius of curve
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Created Degree of curve when central angle for portion of curve
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Created Exact length of curve
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Created Exact tangent distance
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Created External distance
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Created Length of Curve given Central Angle for portion of Curve
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Created Length of curve or chord by central angle given central angle for portion of curve
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Created Length of curve or chord by central angle given tangent offset for chord of length
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Created Length of curve or chord determined by central angle given chord offset for chord of length
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Created Length of long chord
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Created Radius of curve
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Created Radius of curve exact for chord
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Created Radius of Curve given Chord offset for Chord of Length
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Created Radius of Curve given Length of Long Chord
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Created Radius of Curve given Tangent offset for Chord of Length
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Created Radius of Curve using Degree of Curve
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Created Radius of Curve using External Distance
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Created Radius of Curve using Midordinate
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Created Radius of Curve using Tangent Distance
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Created Tangent offset for chord of length
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Verified Angle of Sector given Wetted Perimeter
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Verified Diameter of Section given Section Factor
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Verified Diameter of Section given Top Width
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Verified Diameter of Section given Wetted Perimeter
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Verified Top Width for circle
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9 More Circular Section Calculators
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Verified Chezy Constant given Discharge through Channels
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Verified Depth of flow in most efficient channel for maximum discharge
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Verified Depth of flow in most Efficient Channel in circular channel
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Verified Diameter of Section given Depth of flow in most Efficient Channel section
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Verified Discharge through Channels
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Verified Hydraulic Radius in most efficient channel for maximum velocity
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Verified Radius of Section given Hydraulic Radius in most efficient channel for maximum velocity
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12 More Circular section Calculators
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Verified Diameter at one end of Circular Tapering rod
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Verified Elongation of Circular Tapering Rod
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Verified Elongation of Prismatic Rod
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Verified Length of Circular tapered rod with uniform cross section
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Verified Length of Circular Tapering rod
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5 More Circular Tapering Rod Calculators
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Verified Vorticity of fluid flows
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2 More Circulation and Vorticity Calculators
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Verified Complete elliptic integral of second kind
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Verified Distance from Bottom to Crest
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Verified Distance from Bottom to Wave Trough
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Verified Free Surface Elevation of Solitary Waves
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Verified Trough to Crest Wave Height
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Verified Wave Height when Free Surface Elevation of Solitary Waves
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Verified Wavelength for complete elliptic integral of first kind
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10 More Cnoidal Wave Theory Calculators
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Verified Radius of Inner Cylinder given Torque exerted on Inner Cylinder
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Verified Radius of Inner Cylinder given Velocity Gradient
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Verified Speed of Outer Cylinder given Dynamic Viscosity of Fluid
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Verified Speed of Outer Cylinder given Torque exerted on Outer Cylinder
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Verified Torque exerted on Inner Cylinder
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Verified Viscometer Constant given Total Torque
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16 More Coaxial Cylinder Viscometers Calculators
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Verified Coefficient of Longitudinal Friction given Breaking Distance
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1 More Coefficient of friction Calculators
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Verified Inlet Hydraulic Radius given Coefficient of Repletion or Filling
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Verified Inlet Length given Coefficient of Repletion or Filling
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Verified Keulegan Repletion Coefficient
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Verified Tidal Period given Coefficient of Repletion or Filling
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7 More Coefficient of Repletion or Filling Calculators
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Verified Longitudinal Shear Stress
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Verified Transverse shear given longitudinal shear stress
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Verified Unit Weight of Material given Wind Pressure
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2 More Columns Calculators
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Verified Moment of Inertia given Moment of Resistance, stress induced and Distance from extreme fiber
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Verified Moment of Inertia given Young's Modulus, Moment of Resistance and Radius
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Verified Young's Modulus given Distance from extreme fiber along with Radius and stress induced
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18 More Combined Axial and Bending Loads Calculators
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Verified Angle given Combined Bending and Torsion Condition
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Verified Angle of twist in Combined Bending and Torsion Condition
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Verified Angle of twist in Combined bending and torsional stress
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4 More Combined Bending and Torsion Condition Calculators
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Verified Normal stress when complementary shear stresses are induced
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Verified Shear stress along oblique place when complementary shear stresses are induced
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Verified Shear stress due to induced complementary shear stresses and normal stress
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3 More Complementary Induced Stress Calculators
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Created Allowable Stress in Flanges
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Created Dead Load Moment Given Maximum Stress in Bottom Flange
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Created Dead Load Moment given Maximum Unit Stress in Steel
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Created Live Load Moment given Maximum Stress in Bottom Flange
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Created Live Load Moment given Maximum Unit Stress in Steel
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Created Maximum Stress in Bottom Flange
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Created Maximum Unit Stress in Steel
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Created Section Modulus of Steel Beam given Maximum Unit Stress in Steel
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Created Section Modulus of Transformed Composite Section given Maximum Stress in Bottom Flange
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Created Section Modulus of Transformed Composite Section given Maximum Unit Stress in Steel
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Created Yield Strength given Allowable Stress in Flange
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Verified Barometric Efficiency given Compressibility Parameters
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Verified Coefficient of Storage for Unconfined Aquifer
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Verified Saturated thickness of aquifer when coefficient of storage for unconfined aquifer is considered
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1 More Compressibility of Aquifers Calculators
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Verified Area of Channel Section given Conveyance of Channel Section
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Verified Area of Channel Section given Discharge
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Verified Chezy Constant given Conveyance of Channel Section
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Verified Hydraulic Radius of Channel Section given Discharge
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15 More Computation of Uniform Flow Calculators
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Verified Clearway Distance for Continued Takeoff
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Verified Clearway Distance given Field Length under Continued Takeoff
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Verified Clearway Distance given Takeoff Run
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Verified Distance of 35 ft obstacle given takeoff run
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Verified Distance to clear 35 ft obstacle for clearway distance for continued takeoff
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Verified Field length or total amount of runway needed under continued takeoff
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Verified Liftoff Distance given Clearway Distance for Continued Takeoff
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Verified Takeoff Run for Continued Takeoff
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Verified Cross Sectional Area at Section 1 for Steady Flow
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Verified Cross Sectional Area at Section given Discharge for Steady Incompressible Fluid
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Verified Mass Density at Section 1 for Steady Flow
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Verified Velocity at Section 1 for Steady Flow
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Verified Velocity at Section for Discharge through Section for Steady Incompressible Fluid
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4 More Continuity Equation Calculators
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Created Equation for Crack Control Specific Limits
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Created Stress Calculated in Crack Control
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Verified Critical Depth at Different Discharges
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Verified Critical Depth given Depth of Parabolic Channel
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Verified Critical Depth given Maximum Discharge
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2 More Critical Depth Calculators
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Verified Critical Depth given Critical Energy for Triangular Channel
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Verified Critical Energy for Triangular Channel
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14 More Critical Flow And Its Computation Calculators
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Verified Critical Velocity given Discharge
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Verified Critical Velocity given Maximum Discharge
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5 More Critical Velocity Calculators
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Verified Liquid Column Height given Pressure Intensity at radial distance from axis
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4 More Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. Calculators
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Verified Centripetal acceleration exerted on liquid mass at radial distance from axis
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Verified Constant Angular Velocity given Centripetal acceleration at radial distance r from axis
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Verified Constant Angular Velocity given Equation of Free Surface of Liquid
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Verified Equation of Free Surface of liquid
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Verified Radial Distance for Pressure at any point with origin at free surface
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Verified Radial Distance given Centripetal Acceleration from Axis
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Verified Vertical Depth given Pressure at any point with Origin at Free Surface
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2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
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Verified Density of Liquid using Mean Velocity given Shear Stress with Friction Factor
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Verified Length of Pipe given Head Loss due to Frictional Resistance
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Verified Reynolds Number given Friction Factor
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Verified Shear Stress given Friction Factor
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Verified Shear Stress given Friction Factor and Density
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Verified Specific Weight of Liquid given Shear Stress with Friction Factor
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15 More Darcy – Weisbach Equation Calculators
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Verified Diameter of Piston given Shear Force Resisting Motion of Piston
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Verified Diameter of Piston given Shear Stress resisting Motion of Piston
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Verified Length of Piston for Vertical Upward Force on Piston
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Verified Length of Piston given Shear Force Resisting Motion of Piston
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Verified Total Forces
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Verified Vertical Force given Total Force
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17 More Dash - Pot Mechanism Calculators
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Created Deflection due to Self Weight given Short Term Deflection at Transfer
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Created Short Term Deflection at Transfer
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Created Deflection Due to Prestressing for Parabolic Tendon
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Created Deflection Due to Prestressing for Singly Harped Tendon
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Created Deflection due to prestressing force before losses when Short Term Deflection at Transfer
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Created Deflection Due to Prestressing given Doubly Harped Tendon
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Created Flexural Rigidity given Deflection Due to Prestressing for doubly Harped Tendon
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Created Flexural Rigidity given Deflection Due to Prestressing for Parabolic Tendon
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Created Flexural Rigidity given Deflection Due to Prestressing for Singly Harped Tendon
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Created Length of Span given Deflection Due to Prestressing for doubly Harped Tendon
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Created Length of Span given Deflection Due to Prestressing for Parabolic Tendon
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Created Length of Span given Deflection Due to Prestressing for Singly Harped Tendon
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Created Moment of Inertia for Deflection due to prestressing for parabolic tendon
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Created Moment of Inertia for deflection due to prestressing in doubly harped tendon
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Created Moment of Inertia for deflection due to prestressing of singly harped tendon
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Created Uplift Thrust given Deflection Due to Prestressing for doubly Harped Tendon
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Created Uplift Thrust given Deflection Due to Prestressing for Singly Harped Tendon
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Created Uplift Thrust when Deflection Due to Prestressing for Parabolic Tendon
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Created Young's Modulus given Deflection Due to Prestressing for doubly Harped Tendon
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Created Young's Modulus given Deflection Due to Prestressing for Parabolic Tendon
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Created Young's Modulus given Deflection Due to Prestressing for Singly Harped Tendon
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Verified Average harbor depth
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Verified Difference between high and low tide levels given tidal prism of harbor basin
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21 More Density Currents in Harbors Calculators
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Verified Density Influence
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Verified Filling Current Velocity given Density Influence
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Verified Length of harbor given density influence
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Verified Time Interval over which density difference exists given Density Influence
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Verified Rough estimation for unit weight of deposit due to Koelzer and Lara
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7 More Density of Sediment Deposits Calculators
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Verified Depth of Parabolic Channel given Critical Depth
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Verified Depth of Parabolic Channel given Width of Parabolic Channel
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2 More Depth of Channel Calculators
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Verified Slope of Streamline
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2 More Description of the Flow Pattern Calculators
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Verified Dynamic Viscosity given Mean Velocity Gradient
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Verified Hydraulic Retention Time given Volume of Rapid Mix Basin
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Verified Mean Velocity Gradient given Power Requirement
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Verified Power Requirement given Mean Velocity Gradient
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Verified Required Volume of Flocculation Basin
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Verified Retention Time given Volume of Flocculation Basin
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Verified Volume of Mixing Tank given Mean Velocity Gradient
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12 More Design of Rapid Mix Basin and Flocculation Basin Calculators
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Created Allowable Bearing Stress on Projected Area of Fasteners
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Created Column Web Depth Clear of Fillets
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Created Column Yield Stress given Column Web Depth Clear of Fillets
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Created Column Yield Stress given Cross sectional Area of Column Web Stiffeners
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Created Column Yield Stress given Thickness of Column Flange
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Created Computed Force given Cross sectional Area of Column Web Stiffeners
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Created Computed Force given Thickness of Column Flange
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Created Computed Force using Column Web Depth Clear of Fillets
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Created Cross sectional area of Column Web Stiffeners
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Created Distance between Outer Face of Column Flange and Web Toe given Cross sectional Area
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Created Stiffener Yield Stress given Cross Sectional Area of Column Web Stiffeners
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Created Tensile Strength of Connected Part using Allowable Bearing Stress
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Created Thickness of Column Flange
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Created Thickness of Column Web given Column Web Depth Clear of Fillets
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Created Thickness of Column Web when Cross sectional area of Column Web Stiffeners
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Created Thickness of Flange given Cross sectional Area of Column Web Stiffeners
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Created Angle Made by Pendulum
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Created Distance Moved by Pendulum on Horizontal scale
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Created Length of Plumb Line
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Created Area of Bar given Basic Development Length
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Created Bar Steel Yield Strength given Basic Development Length
Go
Created Bar Steel Yield Strength given Basic Development Length for 14mm Diameter Bars
Go
Created Bar Steel Yield Strength given Basic Development Length for 18mm Diameter Bars
Go
Created Basic Development Length for 14mm Diameter Bars
Go
Created Basic Development Length for 18mm Diameter Bars
Go
Created Basic Development Length for Bars and Wire in Tension
Go
4 More Development Length Requirements Calculators
Go
Verified Scale Factor for Acceleration given Scale Factor for Time and Velocity
Go
Verified Scale Factor for Kinematic Viscosity given Scale Factor for Time and Length
Go
Verified Scale Factor for Length given Scale Factor for Acceleration
Go
Verified Scale Factor for Length given Scale Factor for Time and Kinematic Viscosity
Go
Verified Scale Factor for Time given Scale Factor for Acceleration
Go
Verified Scale Factor for Time given Scale Factor for length and Kinematic Viscosity
Go
Verified Scale Factor for Velocity given Scale Factor for Time
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6 More Dimensionless Ratios and Scaling Laws Calculators
Go
Created Discharge considering approach velocity
Go
Created Discharge for notch which is to be Calibrated
Go
Created Discharge given velocity approach
Go
Created Discharge over weir
Go
Created Discharge passing over weir
Go
Created Discharge when end contractions is suppressed and velocity is considered
Go
Created Discharge when end contractions is suppressed and velocity is not considered
Go
Created Discharge without considering velocity
Go
Verified Discharge given Critical Depth
Go
Verified Discharge given Flow Area of Throat
Go
Verified Maximum Discharge given Width of Throat
Go
4 More Discharge in Channel Calculators
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Verified Runoff Quantity with Full Gutter Flow
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9 More Disposing of storm water Calculators
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Verified Column slenderness ratio for Critical Buckling Load
Go
Verified Critical Buckling Load
Go
Verified Material elastic modulus for Critical Buckling Load
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5 More Drill String Buckling Calculators
Go
Verified Dynamic Viscosity given Pressure Difference
Go
5 More Dynamic Viscosity Calculators
Go
Verified Hydraulic Gradient Given Seepage Discharge in Earth Dam
Go
Verified Number of equipotential drops of net given Quantity of seepage in length of dam
Go
Verified Quantity of seepage in length of dam under Consideration
Go
Verified Seepage Discharge in Earth Dam
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Verified Zuider Zee Formula for Fetch Length given Setup above Pool Level
Go
20 More Earth Dam Calculators
Go
Verified Velocity at surface given velocity detail of current profile in three dimensions
Go
Verified Velocity in current profile in three dimensions by introducing polar coordinates
Go
13 More Eckman Wind Drift Calculators
Go
Created Error in Computed Discharge given Error in Head for Rectangular Weir
Go
Created Error in Computed Discharge given Error in Head for Triangular Weir
Go
Created Error in Head for Rectangular Weir
Go
Created Error in Head for Triangular Weir
Go
Verified Elastic Modulus of Rock given Deflection Due to Thrust on Arch Dam
Go
5 More Elastic Modulus of Rock Calculators
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Verified Coefficient of Discharge of Elbow Meter given Discharge
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3 More Elbow Meter Calculators
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Verified Length of Bar given Elongation of Conical Bar due to Self Weight
Go
Verified Length of Circular Tapering Rod when deflection due to load
Go
11 More Elongation of Tapering Bar due to Self Weight Calculators
Go
Verified Difference in Elevations and Original bed of Reservoir given New Total Depth of Reservoir
Go
Verified Difference in elevations of full reservoir level and original bed of reservoir
Go
Verified Height up to which Sediment completely fills up given new Relative Depth
Go
Verified New total depth of reservoir
Go
Verified Relative area for different type classification of reservoir
Go
Verified Relative Area given Soil Erodibility Factor
Go
Verified Relative Depth at New Zero Elevation
Go
Verified Sediment area at any height above datum
Go
Verified Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
Go
Verified Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
Go
Verified Volume of Sediment Deposition given Incremental Area
Go
Verified Energy Dissipation Rate by Battjes and Janssen
Go
Verified Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Verified Energy Flux associated with Stable Wave Height
Go
Verified Maximum Wave Height given Energy Dissipation Rate
Go
Verified Maximum Wave Height using Miche Criterion
Go
Verified Mean Wave Frequency given Energy Dissipation Rate
Go
Verified Percentage of Waves Breaking given Energy Dissipation Rate
Go
Verified Water Depth given Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Verified Water Depth given Maximum Wave Height by Miche criterion
Go
Verified Water Depth given Stable Wave Height
Go
Verified Wave Number given Maximum Wave Height by Miche Criterion
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Verified Wavelength given Maximum Wave Height by Miche Criterion
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1 More Energy Flux Method Calculators
Go
Verified Air Temperature given Air-Sea Temperature Difference
Go
Verified Air-Sea Temperature Difference
Go
Verified Water Temperature given Air-Sea Temperature Difference
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21 More Estimating Marine and Coastal Winds Calculators
Go
Verified Pressure using Pressure Head for Steady Non Viscous Flow
Go
Verified Velocity Head for Steady Non Viscous Flow
Go
Verified Velocity of Flow given Velocity Head for Steady Non Viscous Flow
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7 More Euler's Equation of Motion Calculators
Go
Created Area of non prestressed reinforcement given tension force
Go
Created Area of non-prestressing reinforcement given average strain
Go
Created Area of prestressing steel given tension force
Go
Created Average Strain under Tension
Go
Created Compression force for prestressed section
Go
Created Couple Force of Cross Section
Go
Created Depth of neutral axis given couple force of cross section
Go
Created Distance from compression face to crack width given average strain
Go
Created Effective Depth of Longitudinal Reinforcement Given Average Strain
Go
Created Height of crack width at soffit given average strain
Go
Created Modulus of elasticity of concrete given couple force of cross-section
Go
Created Modulus of elasticity of non prestressed steel given tension force
Go
Created Modulus of Elasticity of Non-Prestressed given Average Strain under Tension
Go
Created Modulus of elasticity of prestressed steel given compression force
Go
Created Strain at selected Level given average strain under tension
Go
Created Strain given couple force of cross section
Go
Created Strain in longitudinal reinforcement given tension force
Go
Created Strain in prestressed steel given tension force
Go
Created Tension force for prestressed section
Go
Created Width of rectangular zone given average strain
Go
Created Width of section given couple force of cross section
Go
Created Cross sectional area of jet for given dynamic thrust normal to direction of jet
Go
Created Cross sectional area of jet for given dynamic thrust parallel to direction of jet
Go
Created Cross Sectional Area of Jet for given Thrust Exerted in Direction of Normal to Plate
Go
Created Discharge Flowing by Jet
Go
Created Discharge flowing in direction normal to plate
Go
Created Discharge flowing in direction parallel to plate
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Created Dynamic thrust normal to direction of jet
Go
Created Force Exerted by Jet in Direction of Flow on Inclined Plane
Go
Created Force Exerted by Jet in Normal Direction to Flow on Inclined Plane
Go
Created Specific gravity for dynamic thrust parallel to direction of jet
Go
Created Specific Gravity given Thrust Exerted in Direction of Normal to Plate
Go
Created Specific Gravity given Thrust Exerted Normal to Plate
Go
Created Specific weight given dynamic thrust normal to direction of jet
Go
Created Specific Weight given Thrust Exerted in Direction of Normal to Plate
Go
Created Specific Weight given Thrust Parallel to Jet
Go
Created Velocity of Fluid given Thrust Exerted Normal to Plate
Go
Created Velocity of Fluid given Thrust Normal to Jet
Go
Created Velocity of Fluid given Thrust Parallel to Jet
Go
Created Absolute velocity for dynamic thrust exerted by jet on plate
Go
Created Absolute Velocity for given Normal Thrust Normal to Direction of Jet
Go
Created Absolute Velocity for given Normal Thrust Parallel to Direction of Jet
Go
Created Absolute Velocity for Mass of Fluid Striking Plate
Go
Created Cross Section Area for Mass of Fluid Striking Plate
Go
Created Cross Sectional Area for given Dynamic Thrust Exerted by Jet on Plate
Go
Created Cross Sectional Area for given Normal Thrust Normal to Direction of Jet
Go
Created Cross Sectional Area for given Normal Thrust Parallel to Direction of Jet
Go
Created Cross Sectional Area for given Work Done by Jet per Second
Go
Created Dynamic Thrust Exerted by Jet on Plate
Go
Created Normal Thrust Normal to Direction of Jet
Go
Created Normal Thrust Parallel to Direction of Jet
Go
Created Velocity of jet for dynamic thrust exerted by jet on plate
Go
Created Velocity of Jet given Normal Thrust Normal to Direction of Jet
Go
Created Velocity of Jet given Normal Thrust Parallel to Direction of Jet
Go
Created Work Done by Jet per Second
Go
Created Area of Cross Section of Jet for force exerted by stationary Plate on jet
Go
Created Area of Cross Section of Jet given Mass of Fluid
Go
Created Force Exerted by Stationary Plate on Jet
Go
Created Mass of Fluid Striking Plate
Go
Created Specific Gravity given Force Exerted by stationary plate on jet
Go
Created Specific Gravity given Mass of Fluid
Go
Created Specific Weight given force exerted by stationary plate on jet
Go
Created Specific Weight given Mass of Fluid
Go
Created Velocity for force exerted by stationary plate on jet
Go
Created Velocity given Mass of Fluid
Go
Created Absolute Velocity given Thrust Exerted by Jet on Plate
Go
Created Cross Sectional Area given Dynamic Thrust Exerted by Jet on Plate
Go
Created Cross Sectional Area given Mass of Fluid Striking Plate
Go
Created Cross Sectional Area given Work Done by Jet on Plate per Second
Go
Created Dynamic Thrust Exerted on Plate by Jet
Go
Created Efficiency of Wheel
Go
Created Specific Gravity for know Dynamic Thrust Exerted by Jet
Go
Created Specific Gravity for Mass of Fluid Striking Plate
Go
Created Specific Gravity for Work Done by Jet on Plate per Second
Go
Created Specific weight given Dynamic Thrust Exerted by Jet
Go
Created Specific Weight given Work Done by Jet on Plate per Second
Go
Created Velocity of jet for mass of fluid striking plate
Go
Created Velocity of jet given dynamic thrust exerted by jet on plate
Go
Created Work Done by Jet on Plate per Second
Go
Verified Thickness of Steel given Equivalent width of flitched beam
Go
2 More Flitched Beam Calculators
Go
Created Bazins Formula for Discharge if Velocity is considered
Go
Created Bazins Formula for Discharge if Velocity is not considered
Go
Created Coefficient for Bazin formula
Go
Created Coefficient for Bazin formula if velocity is considered
Go
Created Coefficient of discharge given discharge if velocity considered
Go
Created Coefficient of discharge given discharge if velocity not considered
Go
Created Coefficient of discharge given discharge over weir
Go
Created Coefficient of discharge given discharge passing over weir
Go
Created Coefficient when Bazin formula for discharge if velocity is considered
Go
Created Coefficient when Bazin formula for discharge velocity is not considered
Go
Created Depth of water flow in channel given velocity approach
Go
Created Francis formula for discharge for rectangular notch if velocity is considered
Go
Created Francis formula for discharge for rectangular notch if velocity not considered
Go
Created Rehbocks Formula for Coefficient of Discharge
Go
Created Rehbocks Formula for Discharge over Rectangular Weir
Go
Created Velocity approach
Go
Created Width of channel given velocity approach
Go
Created Additional head given discharge for Cipolletti weir considering velocity
Go
Created Coefficient of discharge given discharge for Cipolletti weir
Go
Created Discharge for Cipolletti weir
Go
Created Discharge for Cipolletti weir if velocity is considered
Go
Created Discharge over Cipolletti weir by Francis Cipolletti
Go
Created Discharge over Trapezoidal notch
Go
Created Discharge over Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch
Go
Created Head given discharge for Cipolletti weir
Go
Created Head given Discharge for Cipolletti Weir using Velocity
Go
Created Head given discharge over Cipolletti weir
Go
Created Length of crest given discharge for Cipolletti weir
Go
Created Length of crest given discharge over Cipolletti weir by Francis, cipolletti
Go
Created Length of crest given discharge over Trapezoidal notch
Go
Created Length of crest when discharge for Cipolletti weir and velocity is considered
Go
Created Rectangular coefficient of discharge given discharge over trapezoidal notch
Go
Created Trapezoidal coefficient of discharge given discharge over trapezoidal notch
Go
Created Coefficient of discharge for discharge for entire triangular weir
Go
Created Coefficient of discharge when discharge for triangular weir if velocity is considered
Go
Created Coefficient of discharge when discharge for triangular weir when angle is 90
Go
Created Discharge for entire triangular weir
Go
Created Discharge for triangular weir if angle is at 90
Go
Created Discharge for triangular weir if coefficient Discharge is constant
Go
Created Discharge for triangular weir if velocity is considered
Go
Created Head for discharge for entire triangular weir
Go
Created Head when coefficient discharge is constant
Go
Created Head when discharge for triangular weir angle is 90
Go
Verified Direction of Wave Propagation for Froude numbers up to unity
Go
Verified Drawdown with respect to Water Depth
Go
16 More Flushing/Circulation Processes and Vessel Interactions Calculators
Go
Created Maximum Moment for Symmetrical Concrete Wall Footing
Go
Created Tensile Bending Stress at Bottom when Footing is Deep
Go
Created Uniform Pressure on Soil given Maximum Moment
Go
Verified Acceleration of Fluid given Sum of Total Forces influencing Motion of Fluid
Go
Verified Mass of Fluid given Sum of Total Forces influencing Motion of Fluid
Go
Verified Turbulent Force given Sum of Total Forces influencing Motion of Fluid
Go
6 More Forces Acting on Fluid in Motion Calculators
Go
Verified Angle of Current relative to longitudinal axis of vessel for Form Drag of Vessel
Go
Verified Average Current Speed for Form Drag of Vessel
Go
5 More Form Drag Calculators
Go
Verified Natural Free Oscillation Period
Go
Verified Natural Free Oscillation Period for Closed Basins
Go
Verified Water Depth given Natural Free Oscillation Period
Go
3 More Free Oscillation Period Calculators
Go
Verified Friction Factor given Shear Stress and Density
Go
5 More Friction Factor Calculators
Go
Verified Dimensionless parameter function of hydraulic radius and Manning's roughness coefficient
Go
Verified Hydraulic Radius given Dimensionless parameter
Go
Verified Manning's Roughness Coefficient using Dimensionless Parameter
Go
Verified Froude Scaling
Go
Verified Froude Scaling given Velocity and Length
Go
Verified Gravity Forces for Froude Scaling
Go
Verified Inertia or Pressure Forces given Froude Scaling
Go
Verified Length for Froude Scaling
Go
Verified Scale Factor for Length given Scale Factor for Time
Go
Verified Scale Factor for Time
Go
Verified Velocity for Froude Scaling
Go
Verified Air Trips in Year y for Stated Purpose under Leisure Category
Go
Verified Income for Leisure given Air Trips for Stated Purpose under Leisure Category
Go
Verified Population at Origin given Air Trips in Year y for Stated Purpose under Leisure Category
Go
5 More Generation-Distribution Models Calculators
Go
Verified Hydraulic Radius or Hydraulic Mean Depth
Go
Verified Top Width given Hydraulic Depth
Go
4 More Geometrical Properties of Channel Section Calculators
Go
Verified Area of Concrete when Non-Prestressed Reinforcements are Used
Go
Verified Area of Non-Prestressed Reinforcement in Partially Prestressed Members
Go
Verified Area of Prestressing Tendons when Non-Prestressed Reinforcements are Used
Go
Verified Transformed Area of Partially Prestressed Members
Go
Verified Distance from center of camber given Height for Parabolic Shape Camber
Go
Verified Radius of Road given Grade Compensation formula 1
Go
10 More Gradients Calculators
Go
Verified Area of Section given Froude Number
Go
Verified Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel
Go
Verified Total Energy
Go
21 More Gradually Varied Flow Calculators
Go
Verified Density of Water given Water Pressure in gravity dam
Go
Verified Eccentricity for Vertical Normal Stress at downstream face
Go
Verified Height of section given Water Pressure in gravity dam
Go
Verified Vertical Normal Stress at downstream face
Go
Verified Water Pressure in gravity dam
Go
4 More Gravity Dams Calculators
Go
Verified Group Velocity given Wave Power per unit Crest Width
Go
Verified Group Velocity of Waves
Go
Verified Radian Frequency given Wave Propagation
Go
Verified Surface Elevation
Go
Verified Total Energy per unit of Area given Wave Power per unit Crest Width
Go
Verified Wave Power per unit Crest Width
Go
Verified Wave Speed
Go
Verified Wave Speed given Group Velocity
Go
Verified Wavenumber given Wave Speed
Go
Verified Dynamic Viscosity given Pressure Drop over Length of Pipe
Go
Verified Mean Velocity of Flow given Head Loss over Length of Pipe
Go
19 More Hagen–Poiseuille Equation Calculators
Go
Verified Basin length along axis for given period of fundamental mode
Go
Verified Basin Length along axis given Maximum Oscillation Period corresponding to Fundamental Mode
Go
Verified Maximum Oscillation Period corresponding to Fundamental Mode
Go
Verified Period for fundamental mode
Go
Verified Water Depth given Maximum Oscillation Period corresponding to Fundamental Mode
Go
17 More Harbor Oscillations Calculators
Go
Verified Diameter of Tyre given Hoop Stress due to temperature fall
Go
Verified Hoop Stress due to temperature fall
Go
4 More Hoop Stress due to Temperature Fall Calculators
Go
Verified Major horizontal semi axis for shallow water condition
Go
Verified Water depth for major horizontal semi-axis for shallow water condition
Go
Verified Wave height for major horizontal semi-axis for shallow water condition
Go
9 More Horizontal and Vertical Semi-axis of ellipse Calculators
Go
Verified Area Given Horizontal Shear Flow
Go
Verified Horizontal Shear Flow
Go
Verified Moment of inertia given horizontal shear flow
Go
2 More Horizontal Shear Flow Calculators
Go
Created Head given coefficient for Bazin formula
Go
Created Head given Coefficient using Bazin Formula and Velocity
Go
Created Head given discharge through notch which is to be calibrated
Go
Created Head over crest for given discharge
Go
Created Head over crest given discharge passing over weir
Go
Created Head over crest without considering velocity
Go
Created Head when Bazin formula for discharge if velocity is considered
Go
Created Head when Bazin formula for discharge if velocity is not considered
Go
Created Head when End Contractions is Suppressed
Go
Verified Conjugate Depth y2 given Froude Number Fr2
Go
Verified Energy loss in Hydraulic Jump
Go
9 More Hydraulic Jump in Rectangular Channel Calculators
Go
Verified Efficiency of turbine and generator for Power obtained from water flow in horsepower
Go
Verified Total weight of water given potential energy in hydroelectric power generation
Go
17 More Hydroelectric Power Generation Calculators
Go
Verified Coordinate measured downward from top given effective tension
Go
Verified Coordinate measured downward from top given Tension on vertical drill string
Go
Verified Cross section area of steel given effective tension
Go
Verified Cross section area of steel in pipe given tension on vertical drill string
Go
Verified Effective Tension given buoyant force acts in direction opposite to gravity force
Go
Verified Length of pipe hanging given lower section of drill string length in compression
Go
Verified Length of pipe hanging in well given effective tension
Go
Verified Length of pipe hanging in well given tension on vertical drill string
Go
Verified Length of pipe hanging in well given vertical force at bottom end of drill string
Go
Verified Lower section of drill string length that is in compression
Go
Verified Mass density of drilling mud for lower section of drill string length in compression
Go
Verified Mass Density of drilling mud given vertical force at bottom end of drill string
Go
Verified Mass density of drilling mud when buoyant force acts in direction opposite to gravity force
Go
Verified Mass density of steel for lower section of drill string length in compression
Go
Verified Mass density of steel for tension on vertical drill string
Go
Verified Mass Density of Steel when buoyant force acts in direction opposite to gravity force
Go
Verified Tension on vertical drill string
Go
Verified Vertical force at bottom end of drill string
Go
I-Beam (1)
Verified Moment of Inertia Given Maximum Longitudinal Shear Stress in Web for I beam
Go
11 More I-Beam Calculators
Go
Verified Bay Tide Amplitude given Inlet channel Water Surface Elevation of Bay
Go
Verified Change of Bay Elevation with time for flow through Inlet into Bay
Go
Verified Duration of Inflow given Inlet channel Water Surface Elevation of Bay
Go
Verified Inlet Channel Velocity
Go
Verified Inlet Channel Water Surface Elevation of Bay
Go
Verified Maximum cross-sectionally averaged Velocity during Tidal Cycle given Inlet Channel Velocity
Go
Verified Phase Lag given Inlet channel Water Surface Elevation of Bay
Go
Verified Surface Area of Bay given Tidal Prism Filling Bay
Go
Verified Tidal Period given Inlet Channel Velocity
Go
Verified Tide Period given Inlet channel Water Surface Elevation of Bay
Go
10 More Inlet Currents and Tidal Elevations Calculators
Go
Verified Darcy - Weisbach Friction term given Inlet Impedance
Go
Verified Entrance Energy Loss Coefficient given Inlet Impedance
Go
Verified Exit Energy Loss Coefficient given Inlet Impedance
Go
Verified Inlet Hydraulic Radius given Inlet Impedance
Go
Verified Inlet Impedance
Go
Verified Inlet Length given Inlet Impedance
Go
Verified Average of highest one tenth of runups
Go
Verified Average of highest one third of runups
Go
Verified Deepwater surf similarity parameter given average of highest one tenth of runups
Go
Verified Deepwater Surf Similarity Parameter given Maximum Runup
Go
Verified Deepwater Surf Similarity Parameter given Mean Runup
Go
Verified Deepwater surf similarity parameter given runup
Go
Verified Deepwater wave height given average of highest one tenth of runups
Go
Verified Deepwater wave height given average of highest one third of runups
Go
Verified Deepwater Wave Height given Mean Runup
Go
Verified Deepwater wave height given runup exceeded by 2 percent of runup crests
Go
Verified Maximum Runup
Go
Verified Mean Runup
Go
Verified Runup exceeded by 2 percent of runup crests
Go
Verified Surf similarity parameter given average of highest one third of runups
Go
Verified Wave Period given long wave simplification for wavelength
Go
1 More Irregular Waves Calculators
Go
Verified Actual Velocity given Force exerted on Tank due to Jet
Go
Verified Coefficient of Velocity given Force exerted on Tank due to Jet
Go
Verified Head over Jet Hole given Force exerted on Tank due to Jet
Go
5 More Jet Propulsion of Orifice Tank Calculators
Go
Verified Absolute Velocity of issuing Jet given Relative Velocity
Go
Verified Absolute Velocity of Issuing Jet using Work done by Jet on Ship
Go
Verified Area of Issuing Jet given Weight of Water
Go
Verified Area of Issuing Jet given Work done by Jet on Ship
Go
Verified Kinetic Energy of Water
Go
Verified Specific Weight of Liquid given Weight of Water
Go
Verified Specific Weight of Liquid given Work done by Jet on Ship
Go
Verified Velocity of Jet relative to Motion of Ship given Kinetic Energy
Go
Verified Velocity of jet relative to motion of ship given weight of water
Go
Verified Velocity of Moving Ship given Relative Velocity
Go
Verified Velocity of Moving Ship given Work done by jet on Ship
Go
Verified Weight of Water given Kinetic Energy
Go
Verified Weight of Water given Work done by Jet on Ship
Go
Verified Weight of Water using Relative Velocity
Go
8 More Jet Propulsion of Ships Calculators
Go
Created Absolute Velocity for Force Exerted by Jet in Direction of Flow of Incoming Jet
Go
Created Absolute Velocity for Mass of Fluid Striking Vane per Second
Go
Created Area of Cross Section for Force Exerted by Jet in Direction of Flow
Go
Created Area of Cross Section for Force Exerted by Jet with relative velocity
Go
Created Area of Cross Section for Mass of Fluid Striking moving Vane per Second
Go
Created Area of Cross Section for work done by Jet on vane per second
Go
Created Efficiency of Jet
Go
Created Force Exerted by Jet in Direction of Flow of Incoming Jet
Go
Created Force Exerted by Jet in Direction of Flow of Incoming Jet with angle at 90
Go
Created Force Exerted by Jet in Direction of Flow of Incoming Jet with angle zero
Go
Created Force Exerted by Jet in direction of Flow of Jet
Go
Created Force Exerted by jet with relative velocity
Go
Created Kinetic Energy of Jet per Second
Go
Created Mass of Fluid Striking Vane per Seconds
Go
Created Maximum Efficiency
Go
Created Velocity of vane for given mass of fluid
Go
Created Velocity of vane given exerted force by jet
Go
Created Work Done by Jet on Vane per Second
Go
Created Work Done per Second given Efficiency of Wheel
Go
Created Cross sectional area for force exerted on plate in direction of flow of jet
Go
Created Force exerted on plate in direction of flow of jet
Go
Created Force exerted on plate in direction of flow of jet when theta is zero
Go
Created Specific gravity for force exerted on plate in direction of flow of jet
Go
Created Specific weight for force exerted on plate in direction of flow of jet
Go
Created Velocity for force exerted on plate in direction of flow of jet
Go
Created Area of Cross Section for Mass of Fluid Striking Vane per Second
Go
Created Mass of Fluid Striking Vanes per Second
Go
Created Specific Gravity for Mass of Fluid Striking Vanes per Second
Go
Created Specific Weight of fluid for Mass of Fluid Striking Vane per Second
Go
Created Velocity at Inlet for Mass of Fluid Striking Vane per Second
Go
Created Area of cross section for force exerted by jet on vane in x direction
Go
Created Area of Cross Section for given Force Exerted by Jet on Vane in Y Direction
Go
Created Force exerted by jet on vane in x direction
Go
Created Force Exerted by Jet on Vane in Y-Direction
Go
Created Specific gravity for force exerted by jet on vane in x direction
Go
Created Specific Gravity for force exerted by Jet on Vane in Y direction
Go
Created Specific weight for force exerted by jet on vane in x direction
Go
Created Specific Weight given Force Exerted by Jet on Vane in Y Direction
Go
Created Velocity for force exerted by jet on vane in x direction
Go
Created Velocity given Force Exerted by Jet on Vane in Y Direction
Go
Verified Jet Velocity given Rate of Flow through Propeller
Go
Verified Jet Velocity given Thrust on Propeller
Go
3 More Jet Velocity Calculators
Go
Verified Annual Sediment Yield Rate on volume basis
Go
3 More Khoslas's Equation Calculators
Go
Verified Kinetic Energy given Total Wave Energy
Go
3 More Kinetic Energy Calculators
Go
Verified Kinetic Energy per unit Length of Wave Crest
Go
Verified Wave Height given Kinetic Energy per unit Length of Wave Crest
Go
Verified Wavelength for Kinetic Energy per unit Length of Wave Crest
Go
Verified Average Area over Channel Length given Tidal Period, Inlet Friction Coefficient
Go
Verified Inlet Friction Coefficient given Keulegan Repletion Coefficient
Go
Verified Inlet Friction Coefficient parameter given Keulegan Repletion Coefficient
Go
Verified Inlet Length using King's Inlet Friction Coefficient
Go
Verified King's Inlet Frequency Coefficient given Tidal Period
Go
Verified Surface Area of Bay given Tidal Period, Inlet friction coefficient
Go
6 More King’s Inlet Friction Coefficient Calculators
Go
Verified Stanton number for Colburn analogy
Go
14 More Laminar Flow Calculators
Go
Verified Coefficient of Drag given density
Go
Verified Coefficient of Drag given Drag Force
Go
Verified Coefficient of Drag given Reynolds Number
Go
Verified Density of Fluid given Coefficient of Drag
Go
Verified Density of Fluid given Drag Force
Go
Verified Diameter of sphere for given fall velocity
Go
Verified Diameter of Sphere given Coefficient of Drag
Go
Verified Diameter of Spherical Surface given Specific Weights
Go
Verified Drag Force given Coefficient of Drag
Go
Verified Dynamic Viscosity given Coefficient of Drag
Go
Verified Projected Area given Drag Force
Go
Verified Resistance Force on Spherical Surface
Go
Verified Reynolds Number given Coefficient of Drag
Go
Verified Terminal Fall Velocity
Go
Verified Velocity of Sphere given Coefficient of Drag
Go
Verified Velocity of Sphere given Drag Force
Go
9 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Verified Dynamic Viscosity given Stress
Go
Verified Mean Velocity of Flow given Shear Stress
Go
Verified Pressure Gradient given Shear Stress
Go
Verified Shear Stress given Velocity
Go
8 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators
Go
Verified Distance between Plates given Maximum Shear Stress
Go
Verified Horizontal Distance given Shear Stress Distribution Profile
Go
Verified Length of Pipe given Pressure Difference
Go
Verified Pressure Head Drop
Go
Verified Shear Stress Distribution Profile
Go
Verified Specific Weight of Fluid given Pressure Head Drop
Go
16 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Verified Bed Shear Stress
Go
Verified Bed Slope given Bed Shear Stress
Go
Verified Diameter of Section given Bed Shear Stress
Go
Verified Diameter of Section given Potential Head Drop
Go
Verified Diameter of Section given Slope of Channel
Go
Verified Dynamic Viscosity given Discharge per Unit Channel Width
Go
Verified Dynamic Viscosity given Potential Head Drop
Go
Verified Horizontal Distance given Slope of Channel
Go
Verified Length of Pipe given Potential Head Drop
Go
Verified Mean Velocity in flow
Go
Verified Mean Velocity of Flow given Potential Head Drop
Go
Verified Potential Head Drop
Go
Verified Shear Stress given Slope of Channel
Go
Verified Slope of Channel given Shear Stress
Go
Verified Specific Weight of Liquid given Bed Shear Stress
Go
Verified Specific Weight of Liquid given Mean Velocity of flow
Go
Verified Specific Weight of Liquid given Potential Head Drop
Go
Verified Specific Weight of Liquid given Slope of Channel
Go
7 More Laminar Flow of Fluid in an Open Channel Calculators
Go
Verified Coefficient of Permeability given Velocity
Go
Verified Hydraulic Gradient given Velocity
Go
Verified Mean Velocity using Darcy's Law
Go
Verified Equation for Landing Distance
Go
Verified Stopping Distance given Landing Distance
Go
2 More Landing Distance under Estimation of Runway Length Calculators
Go
Verified Length given Proof Load on Leaf Spring
Go
Verified Load given Bending Stress of Leaf Spring
Go
Verified Maximum Bending Stress at Proof Load of Leaf Spring
Go
Verified Number of Plates given Proof Load on Leaf Spring
Go
Verified Proof Load on Leaf Spring
Go
Verified Thickness given Bending Stress of Leaf Spring
Go
Verified Thickness given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Verified Thickness given Proof Load on Leaf Spring
Go
Verified Width given Bending Stress of Leaf Spring
Go
12 More Leaf Spring Calculators
Go
Created Length given Bazins Formula for Discharge if Velocity is not Considered
Go
Created Length of crest considering velocity
Go
Created Length of crest given discharge passing over weir
Go
Created Length of crest when discharge and velocity is considered
Go
Created Length of crest when discharge and velocity is not considered
Go
Created Length of crest when Francis formula discharge and velocity is considered
Go
Created Length of crest when Francis formula discharge and velocity is not considered
Go
Created Length of crest without considering velocity
Go
Created Length when Bazins formula for discharge if velocity is considered
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Verified Length given Angle of Super Elevation
Go
Verified Length of transition curve given time rate
Go
Verified Length when Comfort Condition Holds Good for Highways
Go
Verified Length when Comfort Condition Holds Good for Railways
Go
Verified Rate of Change of Radial Acceleration
Go
Verified Time Rate given Length of transition curve
Go
Verified Time Taken given Radial Acceleration
Go
2 More Length of Transition Curve Calculators
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Verified Radian frequency of wave
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13 More Linear Dispersion Relation of Linear Wave Calculators
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Verified Gauge Pressure at any point in liquid with height
Go
Verified Slope of Surface of Constant Pressure
Go
Verified Specific Weight of Liquids given Pressure at any point in liquid
Go
Verified Vertical Depth below Free Surface given Total Force exerted at any Section of Container
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11 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
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Verified Atmospheric Pressure given Pressure at any point in liquid in constant vertical acceleration
Go
Verified Mass of Liquid using Net Force Acting in Vertical Upward Direction of Tank
Go
Verified Specific Weights of liquid for Gauge Pressure at any point in liquid
Go
Verified Vertical Depth below Free Surface given Pressure at point in Liquid
Go
8 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators
Go
Created Concentrated Load given Deflection at Top
Go
Created Concentrated Load given Deflection at Top Due to Fixed against Rotation
Go
Created Deflection at Top due to Concentrated Load
Go
Created Deflection at Top due to Fixed against Rotation
Go
Created Deflection at Top due to Uniform Load
Go
Created Modulus of Elasticity given Deflection at Top Due to Concentrated Load
Go
Created Modulus of Elasticity given Deflection at Top Due to Fixed against Rotation
Go
Created Modulus of Elasticity of Wall Material given Deflection
Go
Created Wall Thickness given Deflection
Go
Created Wall Thickness given Deflection at Top due to Concentrated Load
Go
Created Wall Thickness given Deflection at Top Due to Fixed against Rotation
Go
Verified Allowable Bearing Stresses on Pins for Buildings for LFD
Go
Verified Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD
Go
Verified Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD
Go
Verified Unsupported length for Braced Non-Compact Section for LFD given Minimum Web Thickness
Go
18 More Load Factor Design for Bridge Beams Calculators
Go
Verified Transverse Shear given Average Longitudinal Shear Stress for Rectangular Section
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
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Verified Average Longitudinal Shear Stress for Solid Circular Section
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
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Verified Beach Slope modified for Wave Setup
Go
Verified Longshore Current at Mid-Surf Zone
Go
Verified Longshore Current Speed
Go
Verified Radiation Stress Component
Go
Verified Ratio of Wave Group Speed and Phase Speed
Go
Verified Root-mean-square Wave Height at Breaking given Longshore Current at Mid-Surf Zone
Go
Verified Wave Height given Radiation Stress Component
Go
Verified Dynamic Viscosity given Pressure Gradient
Go
Verified Pressure Gradient
Go
Verified Rate of Flow given Pressure Gradient
Go
Verified Mass Transport Velocity to second-order
Go
Verified Wave Height for Mass Transport Velocity to second-order
Go
Verified Base of triangular section given shear stress at neutral axis
Go
Verified Height of triangular section given Maximum shear stress
Go
Verified Maximum Shear stress of triangular section
Go
5 More Maximum Stress of a Triangular Section Calculators
Go
Verified Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor
Go
Verified Recharge from Rainfall in Alluvial Indo Gangetic and Inland Areas for Known Max Rainfall Factor
Go
Verified Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Granulite facies for Known Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks
Go
Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Max Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor
Go
Verified Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield
Go
Verified Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield
Go
Verified Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield
Go
10 More Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
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Verified Mean Velocity of Flow given Shear Stress with Friction Factor
Go
5 More Mean Velocity of Flow Calculators
Go
Verified Direction in Cartesian Coordinate system
Go
Verified Direction in Standard Meteorological Terms
Go
18 More Measured Wind Directions Calculators
Go
Created Pressure at Point m in Pizometer
Go
Created Pressure head at point in piezometer
Go
Created Specific Weight of liquid in peizometer
Go
Created Distance between Centre of Gravity of these Wedges
Go
Created Moment of Turning Couple due to Movement of Liquid
Go
Created Volume of either Wedge
Go
Verified Discharge flow through Channel
Go
9 More Metering Flumes Calculators
Go
Verified Coefficient 'a' given Hoerls Special function Distribution
Go
19 More Methods to Predict Channel Shoaling Calculators
Go
Verified Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt
Go
Verified Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt
Go
Verified Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks
Go
Verified Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Verified Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales given Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Min Rainfall Factor
Go
Verified Recharge from Rainfall in Indo Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in West Coast Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified Possible Recharge in Clayey Alluvial Area given Minimum value of Specific Yield for Area
Go
Verified Possible Recharge in Hard Rock Area with Kartstified Limestone given Minimum Specific Yield
Go
Verified Possible recharge in hard rock area with laterite for minimum specific yield of area
Go
Verified Possible recharge in hard rock area with limestone given minimum specific yield of area
Go
Verified Possible Recharge in Hard Rock Area with Low Clay Content given Minimum value of Specific Yield
Go
Verified Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock
Go
Verified Possible Recharge in Hard Rock Area with Phyllites, Shales given Minimum Specific Yield
Go
Verified Possible recharge in hard rock area with quartzite given minimum specific yield
Go
Verified Possible recharge in hard rock area with sandstone for minimum specific yield
Go
Verified Possible Recharge in Hard Rock Area with significant Clay Content
Go
Verified Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
Go
Verified Possible Recharge in Silty Alluvial Area given Minimum value of Specific Yield for Area
Go
1 More Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
Go
Verified Crop Management Factor given Sediment Yield from Individual Storm
Go
Verified Sediment Yield from Individual Storm
Go
Verified Storm Runoff Volume given Sediment Yield from Individual Storm
Go
Verified Support Cultivation Practice given Sediment Yield from Individual Storm
Go
Verified Topographic Factor given Sediment Yield from Individual Storm
Go
1 More Modified Universal Soil Loss Equation Calculators
Go
Created Youngs Modulus of Elasticity as per ACI 318 Building Code Requirements for Reinforced Concrete
Go
5 More Modulus of Elasticity Calculators
Go
Verified Moments given Rotation Due to Moment on Arch Dam
Go
6 More Moments acting on the arch dam Calculators
Go
Verified Vertical Depth of Centroid of Area given Specific Force with Top Width
Go
5 More Momentum in Open-Channel Flow-Specific Force Calculators
Go
Verified Diameter of Propeller given Rate of Flow through Propeller
Go
Verified Flow Velocity given Rate of Flow through Propeller
Go
Verified Input Power
Go
Verified Output Power given Input Power
Go
Verified Power Lost given Input Power
Go
17 More Momentum Theory of Propellers Calculators
Go
Verified Velocity at Surface given Shear Stress at Water Surface
Go
20 More Mooring Forces Calculators
Go
Created Column Buckling Stress Fc1 given Relative Material Cost
Go
Created Column Buckling Stress Fc2 given Relative Material Cost
Go
Created Cross Sectional Area1 given Material Cost Ratio
Go
Created Cross Sectional Area2 given Material Cost Ratio
Go
Created Material Cost Ratio
Go
Created Material Price p1 given Material Cost Ratio
Go
Created Material price p2 given Material Cost Ratio
Go
Created Relative cost for Designing Fabricated Plate Girders
Go
Created Relative Cost given Yield Stress
Go
Created Relative Material Cost for Two Columns of Different Steels Carrying Same Load
Go
Created Relative Material Cost Ratio when designed to Carry same Load
Go
Created Relative Price Factors using Relative Material Cost Ratio
Go
Created Relative Weight for Designing Fabricated Plate Girders
Go
Created Relative Weight given Yield Stresses
Go
Created Yield Stress Fy2 given Relative Cost
Go
Created Yield Stress Fy2 given Relative Cost for Designing Fabricated Plate Girders
Go
Created Yield Stress Fy2 given Relative Weight
Go
Created Yield Stress Fy2 given Relative Weight for Designing Fabricated Plate Girders
Go
Created Yield Stress given Relative Cost
Go
Created Yield Stress given Relative Cost for Designing Fabricated Plate Girders
Go
Created Yield Stress given Relative Weight
Go
Created Yield Stress given Relative Weight for Designing Fabricated Plate Girders
Go
Created Yield Stress of Steel1 using Relative Material Cost ratio
Go
Created Yield Stress of Steel2 using Relative Material Cost ratio
Go
Verified Equation for Sediment Delivery Ratio
Go
2 More Movement of Sediments from Watersheds Calculators
Go
Verified Maximum velocity in inlet throat given total maximum discharge
Go
Verified Ocean tide amplitude given total maximum discharge for total of all inlets
Go
Verified Surface area of bay or basin given total maximum discharge
Go
Verified Tidal period given total maximum discharge for total of all inlets
Go
Verified Total Maximum Discharge for Total of all Inlets
Go
Verified Dynamic Viscosity given Kinematic Viscosity
Go
Verified Dynamic viscosity of fluid given fluid filling width between plates
Go
Verified Fluid Filling width y between plates given Shear Force per unit area or Shear Stress
Go
Verified Relationship between Dynamic Viscosity and Kinematic Viscosity
Go
Verified Velocity of upper plate given shear force per unit area or shear stress
Go
4 More Newton’s Friction Postulation Calculators
Go
Verified First Type of Mean Fluid Speed
Go
Verified Mean Depth given Second Type of Mean Fluid Speed
Go
Verified Mean Depth in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Relative height of highest wave as function of wavelength obtained by Fenton
Go
Verified Second Type of Mean Fluid Speed
Go
Verified Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Ursell Number
Go
Verified Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Volume Flow Rate per unit Span Underneath Waves given Second Type of Mean Fluid Speed
Go
Verified Wave height given Ursell number
Go
Verified Wave Speed given First Type of Mean Fluid Speed
Go
Verified Wave Speed given Second First Type of Mean Fluid Speed
Go
2 More Non-Linear Wave Theory Calculators
Go
Verified Clearway Distance
Go
Verified Clearway Distance given Field Length
Go
Verified Field Length
Go
Verified Full Strength Pavement Distance
Go
Verified Lift off Distance given Clearway Distance
Go
Verified Takeoff Distance given Clearway Distance
Go
Verified Takeoff Distance given Takeoff Run
Go
Verified Takeoff Run
Go
Verified Number of Connectors in Bridges
Go
17 More Number of Connectors in Bridges Calculators
Go
Created Actual Area of Effective Concrete Flange given Total Horizontal Shear
Go
Created Area of Steel Beam given Total horizontal Shear Vh
Go
Created Maximum Moment in Span given Number of Shear Connectors
Go
Created Moment at Concentrated Load given Number of Shear Connectors
Go
Created Number of Shear Connectors
Go
Created Number of Shear Connectors between M max and Zero Moment
Go
Created Specified Compressive Strength of Concrete given Total Horizontal Shear
Go
Created Total Horizontal Shear
Go
Created Total horizontal shear Vh
Go
Created Total number of connectors to resist total horizontal shear
Go
Created Yield Strength given Total Horizontal Shear
Go
Verified Mid Ordinate given Ox
Go
Verified Mid Ordinate when Offsets from Long Chord is Used for Setting Out
Go
Verified Offset at Distance x from Mid Point
Go
Created Coefficient of spillway given discharge over ogee spillway
Go
Created Discharge over Ogee Spillway
Go
Created Head above crest given discharge over Ogee Spillway
Go
Created Length of spillway given discharge over Ogee Spillway
Go
Verified Basin Length along axis for Closed Basins
Go
Verified Basin length along axis in open basin
Go
Verified Number of Nodes along Long Basin axis for Closed Basins
Go
1 More Open and Closed Basins Calculators
Go
Verified Actual Velocity given Theoretical Velocity at Section 2
Go
Verified Area at Section 2 or at Vena Contracta
Go
Verified Discharge through Pipe given Coefficient of Discharge
Go
Verified Theoretical Velocity at Section 1
Go
Verified Theoretical Velocity at Section 2
Go
6 More Orifice Meter Calculators
Go
Verified UDL given Parabolic Equation for Cable Slope
Go
2 More Parabola Calculators
Go
Verified Length of Cable for UDL on Parabolic Cable
Go
Verified Parabolic Equation for Cable Slope
Go
Verified Span of Cable for Length of Cable for UDL on Parabolic Cable
Go
9 More Parabolic Cable Tension and Length Calculators
Go
Created Distance from PVC to Lowest Point on Sag Curve
Go
Created Elevation of Lowest Point on Sag Curve
Go
Created Elevation of point of vertical curvature
Go
Created Elevation of point of vertical intersection
Go
Created Elevation of PVC given Elevation of Lowest Point on Sag Curve
Go
Created Length of Curve using Rate of change of Grade in Parabolic Curves
Go
Created Rate of change of grade given distance from PVC to lowest point on sag curve
Go
Verified Area of Parabolic Channel given Width of Parabolic Channel
Go
Verified Flow Area of Throat given Discharge
Go
4 More Parabolic Grit Chamber Calculators
Go
Verified Top Width given Hydraulic Radius
Go
Verified Wetted Area
Go
Verified Wetted Perimeter for parabola
Go
10 More Parabolic Section Calculators
Go
Verified Fetch length given frequency at spectral peak
Go
Verified Fetch Length given Scaling Parameter
Go
Verified Frequency at spectral peak
Go
Verified JONSWAP Spectrum for Fetch-limited Seas
Go
Verified Phillip's equilibrium range of spectrum for fully developed sea in deep water
Go
Verified Scaling Parameter
Go
Verified Wind Speed at Elevation 10m above Sea Surface given Frequency at Spectral Peak
Go
Verified Wind Speed at Elevation 10m above Sea Surface given Scaling Parameter
Go
11 More Parametric Spectrum Models Calculators
Go
Verified Approximate Equation for Offset at Distance x from Mid Point
Go
Verified Radius given Approximate Equation for Offset
Go
Verified Coefficient of Velocity given Actual Velocity of Flowing Stream
Go
Verified Height of Fluid raised in tube given Actual Velocity of Flowing Stream
Go
3 More Pitot Tube Calculators
Go
Verified Flow velocity in suction pipe
Go
Verified Hydraulic Loss Coefficient from Suction Pipe entrance to pump
Go
Verified Specific weight of mixture in suction pipe
Go
Verified Vacuum at Pump entrance expressed as Head of water
Go
5 More Plain Suction Dredge Calculators
Go
Verified Polymer Feed Rate as Volumetric Flow Rate
Go
5 More Polymer Feed Rate Calculators
Go
Created Atmospheric pressure P according to polytropic process
Go
Created Density According to Polytropic Process
Go
Created Initial Density According to Polytropic Process
Go
Created Initial Pressure according to Polytropic Process
Go
Created Positive Constant
Go
Created Temperature Lapse Rate
Go
Created Capacity Spectrum
Go
Created Collapse Prevention Level
Go
Created Length of Primary Member using Collapse Prevention Level
Go
Created Length of Secondary Member given Capacity Spectrum
Go
Created Length of Secondary Member using Collapse Prevention Level
Go
Created Moment of Inertia of Primary Member using Collapse Prevention Level
Go
Created Moment of Inertia of Secondary Member given Capacity Spectrum
Go
Created Allowable Bearing Stress in Local Zone
Go
Created Allowable stress given end zone reinforcement
Go
Created Bearing area given allowable bearing stress
Go
Created Bearing stress in local zone
Go
Created Bursting Force for Square End Zone
Go
Created Bursting force Given end zone reinforcement in each direction
Go
Created Cube strength at transfer given allowable bearing stress
Go
Created End zone reinforcement along transmission length
Go
Created End zone reinforcement in each direction
Go
Created Length of side of bearing plate given bursting force for square end zone
Go
Created Prestress in tendon given bearing stress
Go
Created Prestress in tendon given bursting force for square end zone
Go
Created Punching Area given Allowable Bearing Stress
Go
Created Punching area given bearing stress
Go
Created Stress in transverse reinforcement given end zone reinforcement
Go
Created Transverse Dimension of End Zone given Bursting Force for Square End Zone
Go
Verified Potential Energy per unit Length of Wave Crest
Go
Verified Wave Height given Potential Energy per unit Length of Wave Crest
Go
Verified Wavelength given Potential Energy per unit Length of Wave Crest
Go
Verified Depth of Flow given Wetted Area of Triangular Channel Section
Go
Verified Hydraulic Radius of Triangular Channel Section
Go
Verified Wetted Area of Trapezoidal Channel Section
Go
Verified Wetted Area of Triangular Channel Section
Go
Verified Wetted Perimeter of Triangular Channel Section
Go
3 More Practical Channel Sections Calculators
Go
Verified Significant Wave Period from Bretschneider Empirical Relationships
Go
3 More Predicting Waves in Deep Water Calculators
Go
Created Depth of Center of Pressure
Go
Created Length of Prism given Total Pressure by Volume of Prism
Go
Created Pressure Intensity for bottom Edge of Plane Surface
Go
Created Pressure intensity for top edge of plane surface
Go
Created Specific Weight given Pressure Intensity for Bottom Edge of Plane Surface
Go
Created Specific weight given pressure intensity for top edge of plane surface
Go
Created Specific Weight given Total Pressure by Volume of Prism
Go
Created Total Pressure by Volume of Prism
Go
Created Vertical Depth given Pressure Intensity for Bottom Edge of Plane Surface
Go
Created Vertical depth given pressure intensity for top edge of plane surface
Go
Created Vertical depth given total pressure by volume of prism
Go
Verified Pressure Gradient given Shear Stress at any Cylindrical Element
Go
Verified Pressure Gradients given Mean Velocity of Flow
Go
5 More Pressure Gradient Calculators
Go
Verified Pressure given Height of Surface Waves based on Subsurface Measurements
Go
Verified Pressure Reference Factor given Height of Surface Waves based on Subsurface Measurements
Go
Verified Pressure response factor at bottom
Go
Verified Wavelength for Pressure Response Factor at bottom
Go
4 More Pressure Reference Factor Calculators
Go
Created Bond Length for Prestressed Tendon
Go
Created Bond length given development length of section
Go
Created Design Bond Stress given Bond Length for Prestressed Tendon
Go
Created Development length of section
Go
Created Effective prestress given bond length for prestressed tendon
Go
Created Moment given end zone reinforcement
Go
Created Nominal Diameter of Tendon given Bond Length
Go
Created Total depth of section given end zone reinforcement
Go
Created Transmission length given development length of section
Go
Created Ultimate prestress given bond length for prestressed tendon
Go
Verified Bending stress of circular shaft given bending moment
Go
Verified Diameter of circular shaft for equivalent torque and maximum shear stress
Go
Verified Diameter of circular shaft given bending stress
Go
Verified Diameter of circular shaft given equivalent bending moment and maximum principal stress
Go
Verified Equivalent Bending moment given maximum principal stress
Go
Verified Maximum shear stress due to combined bending and torsion
Go
Verified Torsion given Shear Stress
Go
5 More Principal Stress Calculators
Go
Verified Vessel Propeller Drag given Total longitudinal Current Load on Vessel
Go
6 More Propeller Drag Calculators
Go
Verified Atmospheric Pressure as function of Salinity and Temperature
Go
Verified Atmospheric Pressure when value of thousand is substracted from density values
Go
Verified Density given Atmospheric Pressure whose value of thousand is reduced from density value
Go
Verified Salinity given Atmospheric Pressure
Go
Created Coefficient of discharge given constant for rectangular shaped aperture weir
Go
Created Constant for rectangular shaped aperture weir
Go
Created Constant given discharge through small rectangular shaped aperture weir
Go
Created Discharge through Small Rectangular Shaped Aperture weir
Go
Created Head given discharge through small rectangular shaped aperture weir
Go
Created Height of aperture given constant for rectangular shaped aperture weir
Go
Created Height of aperture given discharge through small rectangular shaped aperture weir
Go
Created Width of aperture given constant for rectangular shaped aperture weir
Go
Verified Deflection given Proof Load in Quarter Elliptical Spring
Go
Verified Deflection in Quarter Elliptical Spring
Go
Verified Length given Deflection in Quarter Elliptical Spring
Go
Verified Length given Proof Load in Quarter Elliptical Spring
Go
Verified Load given Deflection in Quarter Elliptical Spring
Go
Verified Modulus of Elasticity given Proof Load in Quarter Elliptical Spring
Go
Verified Number of Plates given Deflection in Quarter Elliptical Spring
Go
Verified Number of Plates given Proof Load in Quarter Elliptical Spring
Go
Verified Proof Load in Quarter Elliptical Spring
Go
Verified Thickness given Proof Load in Quarter Elliptical Spring
Go
Verified Width given Proof Load in Quarter Elliptical Spring
Go
9 More Quarter Elliptical Spring Calculators
Go
Verified Radial Thickness of Element given Rotation Due to Shear on Arch Dam
Go
3 More Radial Thickness of the Element Calculators
Go
Verified Radius of Pipe for Mean Velocity of Flow
Go
5 More Radius of Pipe Calculators
Go
Created Radius of Wheel for Tangential Velocity at Inlet Tip of Vane
Go
Created Radius of wheel for tangential velocity at outlet Tip of vane
Go
Created Radius of Wheel given Angular Momentum at Inlet
Go
Created Radius of wheel given angular momentum at outlet
Go
Verified Kinetic energy of storm given rainfall erosion index unit of
Go
Verified Maximum 30 minutes Rainfall Intensity given Rainfall Erosion Index Unit of Storm
Go
1 More Rainfall Erosivity Factor Calculators
Go
Verified Drainage Area given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Verified Runoff Coefficient given Runoff Rate of Rainwater from bridge during Rainstorm
Go
Verified Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Verified Traffic Lane given Deck Width for handling Rainwater Runoff to Drain Scuppers
Go
3 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Verified Depth of Flow given Wetted Perimeter for rectangle
Go
Verified Hydraulic Radius of open channel
Go
Verified Width of Section given Perimeter
Go
9 More Rectangular Section Calculators
Go
Verified Area of well given specific capacity per unit well area of aquifer
Go
Verified Area of well when discharged from open well is considered
Go
Verified Discharge from Open Well under Depression Head
Go
Verified Proportionality constant given specific capacity per unit well area of aquifer
Go
Verified Specific Capacity per unit Well Area for Discharge from Open Well
Go
4 More Recuperation Test Calculators
Go
Verified Specific Weight of Sphere given Dynamic Viscosity
Go
4 More Redwood Viscometer Calculators
Go
Verified Reflection Coefficient in Coastal Structures
Go
Verified Reflection Coefficient in Coastal Structures with Dolos-armored Breakwaters - monochromatic waves
Go
Verified Reflection Coefficient in Coastal Structures with Plane Slope-Irregular Waves
Go
Verified Reflection Coefficient in Coastal Structures with Plane Slope-monochromatic Waves
Go
Verified Reflection Coefficient in Coastal Structures with Rubble-mound Breakwaters
Go
Verified Reflection Coefficient in Coastal Structures with Tetrapod-armored Breakwaters - Irregular Waves
Go
Verified Density of fluid for ratio of inertial forces and viscous forces
Go
Verified Dynamic Viscosity for Ratio of Inertial Forces and Viscous Force
Go
Verified Inertial Forces given Kinematic Viscosity
Go
Verified Inertial Forces using Newton's friction model
Go
Verified Kinematic Viscosity for Ratio of Inertial Forces and Viscous Force
Go
Verified Length for Ratio of Inertial Forces and Viscous Forces
Go
Verified Length given Kinematic Viscosity, Ratio of Inertial forces and Viscous forces
Go
Verified Velocity given Kinematic Viscosity, Ratio of Inertial Forces and Viscous Forces
Go
Verified Velocity given Ratio of Inertial Forces and Viscous Forces using Newton's friction model
Go
Verified Viscous Forces using Newton's friction model
Go
9 More Relation between the Forces on the Prototype and Forces on the Model Calculators
Go
Verified Cumulative Probability of design significant wave height given Return Period
Go
Verified Encounter Probability
Go
Verified Return Period given Cumulative Probability
Go
Verified Time Interval associated with each data point given Return Period
Go
7 More Return Period and Encounter Probability Calculators
Go
Verified Rate of Energy Dissipation given Dimensionless Stratification Number
Go
19 More Salinity Variations with Tide Calculators
Go
Verified Breadth given Rectangular Section Modulus
Go
Verified Rectangular Section Modulus
Go
5 More Section Modulus Calculators
Go
Verified Deepwater wave height for Total Transport
Go
Verified Refraction Coefficient at Breaker Line given Total Littoral Transport in Breaker Zone
Go
Verified Total littoral transport in entire breaker zone
Go
Verified Total Transport given by Galvin
Go
Verified Wave Height in Deepwater for Total Littoral Transport in Breaker Zone
Go
Verified Wave Height in Deepwater given Total Littoral Transport in entire Breaker Zone
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Verified Wave Speed in Deepwater for Total Littoral Transport in Breaker Zone
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Verified Wave Speed in Deepwater for total littoral transport in entire breaker zone
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Verified Fundamental period for reinforced concrete frames
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Verified Fundamental Period given Seismic Response Coefficient
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Verified Response modification factor
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18 More Seismic Loads Calculators
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Verified Deflection Angle of First Chord
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Verified First Offset given First Chord Length
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Verified Length of First Chord for given Deflection Angle of First Chord
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Verified N-th Offset using Chords Produced
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Verified Second Offset using Chord Lengths
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Verified Allowable Horizontal Shear for Individual Connector for 100,000 cycles
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Verified Allowable Horizontal Shear for welded studs for 100,000 cycles
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Verified Allowable Horizontal Shear for welded studs for 500,000 cycles
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Verified Moment of Inertia of Transformed Section given Horizontal Shear Range
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8 More Shear Range Calculators
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Verified Maximum distance from neutral axis to extreme fiber given longitudinal shear stress
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3 More Shear Stress Calculators
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Verified Beach Slope given Breaking wave and wave height at breaking point
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Verified Breaking Wave given wave height at Breaking Point
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Verified Deepwater Wave Height for Shoaling Coefficient and Refraction Coefficient
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Verified Deepwater Wave Height using Shoaling and Refraction Coefficients
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Verified Deepwater Wavelength for Shoaling Coefficient in Shallow Water
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Verified Deepwater Wavelength given Wave Breaking and wave height at breaking point
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Verified Distance between Two Rays at General Point
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Verified Radian Frequency for Deepwater
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Verified Reduced Shoaling Coefficient in shallow Water
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Verified Refraction Coefficient
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Verified Refraction Coefficient given Relative Change of Wave Height
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Verified Shoaling Coefficient
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Verified Shoaling Coefficient given Wave Celerity
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Verified Shoaling Coefficient in Shallow Water
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Verified Water Depth given Shoaling Coefficient in Shallow Water
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Verified Water Depth when Reduced Shoaling Coefficient in shallow Water
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Verified Wave Height at Breaking Point given Breaking Wave and Wave Height at breaking point
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Verified Wave Height given Shoaling and Refraction Coefficient
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Verified Wave Height given Shoaling Coefficient and Refraction Coefficient
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Verified Wave Length for reduced shoaling coefficient in shallow water
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Verified Apex Distance
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Verified Length of Curve if 20m Chord Definition
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Verified Length of Curve if 30m Chord Definition
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Verified Mid Ordinate
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Verified Radius given Apex Distance
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Verified Radius of Curve given Long Chord
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Verified Radius of Curve given Tangent
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Verified Tangent Length
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3 More Simple Circular Curve Calculators
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Verified Skin Friction Coefficient given Skin Friction of Vessel
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Verified Skin friction of vessel due to flow of water over wetted surface area of vessel
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6 More Skin Friction Calculators
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Verified Duration of Wind in SMB Prediction Method
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Verified Period of significant wave in SMB prediction method
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Verified Wind Speed given Duration of Wind in SMB Prediction Method
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Verified Wind Speed given Fetch Parameter in SMB Prediction Method
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5 More SMB Prediction Method Calculators
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Verified Specific capacity per unit well area of aquifer
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2 More Specific Capacity Calculators
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Verified Datum Height for Total Energy per unit weight of water in flow section
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Verified Depth of flow given Total Energy in flow section taking Bed Slope as Datum
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Verified Depth of flow given Total Energy per unit weight of water in flow section
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Verified Discharge through Section Considering Condition of Maximum Discharge
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Verified Mean Velocity of flow for total energy per unit weight of water in flow section
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Verified Mean Velocity of flow given Total Energy in flow section taking Bed Slope as Datum
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17 More Specific Energy and Critical Depth Calculators
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Created Specific Gravity given Dynamic Thrust Exerted by Jet on Plate
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Created Specific Gravity given Mass of Fluid Striking Plate
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Created Specific Gravity given Normal Thrust Normal to Direction of Jet
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Created Specific Gravity given Normal Thrust Parallel to Direction of Jet
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Created Specific Gravity given Work Done by Jet per Second
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Created Specific Weight for Mass of Fluid Striking Plate
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Created Specific Weight for Work Done by Jet per Second
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Created Specific Weight given Dynamic Thrust Exerted by Jet on Plate
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Created Specific Weight given Normal Thrust Normal to Direction of Jet
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Created Specific Weight normal Thrust parallel to Direction of Jet
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Created Specific Gravity for Force Exerted by Jet in Direction of Flow of Incoming Jet
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Created Specific Gravity for Force Exerted by Jet with relative velocity
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Created Specific Gravity for Work Done by Jet on Vane per Second
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Created Specific Gravity given Force Exerted by Jet in Direction of Flow
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Created Specific Gravity of fluid for Mass of Fluid Striking Vane per Second
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Created Specific Weight for Force Exerted by Jet in Direction of Flow
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Created Specific Weight for Force Exerted by Jet in Direction of Flow of Incoming Jet
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Created Specific Weight for Mass of Fluid Striking Vanes per Second
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Created Specific Weight given Force Exerted by Jet with relative velocity
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Created Specific weight when work done by jet on vane per second
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Created Fluid Weight given torque
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Created Specific Gravity for Mass of Fluid Striking Vane per Second
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Created Specific gravity for work done if jet leaves in motion of wheel
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Created Specific Gravity for Work Done if there is no Loss of Energy
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Created Specific Gravity given angular momentum at Inlet
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Created Specific Gravity given Angular Momentum at Outlet
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Created Specific Gravity given Power delivered to wheel
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Created Specific Gravity given tangential momentum of fluid striking vanes at inlet
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Created Specific Gravity given tangential momentum of fluid striking vanes at outlet
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Created Specific Gravity given Work Done on Wheel per Second
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Created Specific gravity when work done at vane angle is 90 and velocity is zero
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Created Specific gravity with given torque by fluid
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Spring (16)
Verified Deflection of Square Section Wire Spring
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Verified Load given Deflection of Square Section Wire Spring
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Verified Mean radius given Deflection of Square Section Wire Spring
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Verified Mean Radius given Stiffness of Square Section Wire Spring
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Verified Modulus of Rigidity given Stiffness of spring
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Verified Modulus of rigidity given Stiffness of Square Section Wire Spring
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Verified Modulus of Rigidity using deflection of Spring
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Verified Number of coils given Deflection of Square Section Wire Spring
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Verified Number of spring coils given Stiffness of Square Section Wire Spring
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Verified Springs in Parallel - Load
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Verified Springs in Parallel - Spring Constant
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Verified Springs in series- Deflections
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Verified Springs in series- Spring constants
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Verified Stiffness of Square Section Wire Spring
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Verified Width given Deflection of Square Section Wire Spring
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Verified Width given Stiffness of Square Section Wire Spring
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4 More Spring Calculators
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SSD (3)
Verified Stopping sight distance for velocity in meter per second
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Verified Stopping sight distance on level ground with breaking efficiency n
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Verified Stopping sight distance on upward inclined surface
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4 More SSD Calculators
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Created Restoring Couple when Floating Body in Stable Equilibrium
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Created Righting Couple when Floating Body in Unstable Equilibrium
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Created Weight of Body given Restoring Couple
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Created Weight of Body given Righting Couple
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Verified Non-dimensional Intrusion or Salt Wedge Length
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7 More Static Salt Wedge Calculators
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Verified Distance of Element from Center Line given Head Loss
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Verified Distance of Element from Center line given Shear Stress at any Cylindrical Element
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Verified Distance of Element from Center Line given Velocity Gradient at Cylindrical Element
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Verified Length of Pipe given Shear Stress at any Cylindrical Element
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Verified Maximum Velocity at Axis of Cylindrical Element given Mean Velocity of Flow
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Verified Mean Velocity of Flow given Maximum Velocity at Axis of Cylindrical Element
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Verified Mean Velocity of Fluid Flow
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Verified Shear Stress at any Cylindrical Element
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Verified Shear Stress at any Cylindrical Element given Head Loss
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Verified Specific Weight of Liquid given Shear Stress at any Cylindrical Element
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Verified Viscosity given Mean Velocity of Flow
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8 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
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Verified Steel yield strength for Braced Non-Compact Section for LFD given Maximum Bending Moment
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9 More Steel yield strength Calculators
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Verified Area given Stress Due to Gradually Applied Load
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Verified Area of Member given Strain Energy Stored by Member
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Verified Load given Stress Due to Suddenly Applied Load
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Verified Stress generated due to Strain Energy Density
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14 More Strain Energy Calculators
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Verified Eccentricity for solid circular sector to maintain stress as wholly compressive
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Verified Eccentricity in column for hollow circular section when stress at extreme fibre is zero
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Verified Section Modulus to maintain stress as wholly compressive given Eccentricity
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8 More Structural Engineering Calculators
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Created Actual Thickness of Base Course given Structural Number
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Created Actual Thickness of Subbase Course given Structural Number
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Created Actual Thickness of Surface Course given Structural Number
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Created Drainage Coefficient for Base Course given Structural Number
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Created Drainage Coefficient of Subbase using Structural Number
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Created Layer Coefficient for Subbase Course using Structural Number
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Created Layer Coefficient of Base Course given Structural Number
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Created Layer Coefficient of Surface Course using Structural Number
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Created Structural Number for Base Course
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Created Structural Number for Subbase Course
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Created Structural Number for Surface Course
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Created Structural Number to Withstand Anticipated Axle Loads
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Created Coefficient of discharge given discharge through drowned portion
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Created Coefficient of discharge given discharge through free weir portion
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Created Coefficient of discharge if velocity is approached for submerged weir
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Created Coefficient of discharge if velocity is approached given discharge through free weir
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Created Discharge through drowned portion
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Created Discharge through drowned portion given total discharge over submerged weir
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Created Discharge through free weir if velocity is approached
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Created Discharge through free weir portion
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Created Discharge through free weir portion given total discharge over submerged weir
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Created Discharge through submerged weir if velocity is approached
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Created Head on downstream weir for discharge through free weir portion
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Created Head on upstream weir for discharge through drowned portion
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Created Head on upstream weir given discharge through free weir portion
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Created Length of crest for discharge through drowned portion
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Created Length of crest for discharge through free weir
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Created Length of Crest for Discharge through Free Weir Portion
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Created Total discharge over submerged weir
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Verified Atmospheric Pressure given total or absolute pressure
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Verified Correction Factor given Height of Surface Waves based on Subsurface Measurements
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Verified Depth below SWL of Pressure Gauge
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Verified Dynamic Component due to Acceleration from Absolute Pressure Equation
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Verified Height of Surface Waves based on Subsurface Measurements
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Verified Phase Angle for Total or Absolute Pressure
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Verified Radian Frequency given Wave Period
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Verified Total or Absolut Pressure
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Verified Total Pressure given Gauge Pressure
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Verified Wave Period given average Frequency
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6 More Subsurface Pressure Calculators
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Verified Cant given Width of Pavement
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Verified Gauge Width of Track given Cant
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Verified Pavement Width given Cant
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Verified Radius of Curve given Cant for Road
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Verified Railway Cant
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Verified Sag of Cable at midway between supports given Horizontal Component of Cable Tension for UDL
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Verified Span Length given Horizontal Component of Cable Tension for UDL
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Verified UDL given Vertical Reaction at Supports
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7 More Supports at Same Level Calculators
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Verified Zero moment height at breaking given depth and steepness induced wave breaking
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8 More Surf Zone Waves Calculators
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Verified Depth of Flow using Absolute Velocity of Surge when Flow is Completely Stopped
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15 More Surge due to Sudden Reduction of Flow Calculators
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Created Tangential Momentum of Fluid Striking Vanes at Inlet
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Created Tangential Momentum of Fluid Striking Vanes at outlet
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Created Tangential Velocity at Inlet Tip of Vane
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Created Tangential Velocity at Outlet Tip of Vane
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Created Velocity given tangential momentum of fluid striking vanes at inlet
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Created Velocity given Tangential Momentum of Fluid Striking Vanes at Outlet
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Verified Change in Temperature using Temperature Stress for Tapering Rod
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Verified Modulus of Elasticity using hoop Stress due to temperature fall
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7 More Temperature Stresses and Strains Calculators
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Verified Average area over channel length given Tidal Prism of Non-sinusoidal Prototype Flow
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Verified Depth of Water at Current Meter Location
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Verified Hydraulic Radius of entire Cross Section
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Verified Maximum cross-sectionally averaged Velocity given Tidal Prism of Non-sinusoidal Prototype Flow
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Verified Maximum ebb tide discharge accounting for non-sinusoidal character of prototype flow by Keulegan
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Verified Maximum Velocity averaged over entire Cross Section
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Verified Point measurement of Maximum Velocity
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Verified Tidal period accounting for non sinusoidal character of prototype flow by Keulegan
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Verified Tidal Period given Maximum instantaneous ebb Tide Discharge and Tidal Prism
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Verified Tidal Period when Tidal Prism accounting for Non-sinusoidal Prototype Flow by Keulegan
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Verified Tidal prism accounting for non-sinusoidal character of prototype flow by Keulegan
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Verified Tidal Prism Filling Bay
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Verified Tidal Prism filling bay accounting for Non-sinusoidal Prototype Flow by Keulegan
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Verified Tidal Prism filling Bay given Tidal Period, Maximum instantaneous ebb Tide Discharge
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5 More Tidal Prism Calculators
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Verified Distance from center of earth to center of sun given attractive force potentials
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Verified Distance of point located on surface of Earth to center of Moon
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Verified Distance of point located on surface of earth to center of sun
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Verified Gravitational constant given radius of Earth and acceleration of gravity
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Verified Greenwich Time Measured
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Verified Local Time given Greenwich Time Measured
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Verified Local Time Meridian given Greenwich Time Measured
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Verified Modified form of epoch accounting for longitude and time meridian corrections
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Verified Phase Lag given Modified Epoch that accounts for longitude and Time Meridian Corrections
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Verified Poisson Probability Law for Number of Storms simulated per year
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3 More Tide Producing Forces Calculators
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Created Radius of Gyration of Body given Time Period
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Created Time Period of One Complete Oscillations
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Created Bazins constant given time required to lower liquid surface
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Created Coefficient of discharge for time required to lower liquid surface
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Created Coefficient of Discharge given Time required to Lower Liquid for Triangular Notch
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Created Cross Sectional Area given Time required to Lower Liquid for Triangular Notch
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Created Cross Sectional Area given Time required to Lower Liquid Surface
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Created Cross Sectional Area given time required to Lower Liquid Surface using Bazins Formula
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Created Head at upstream weir
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Created Head given Time Required to Lower Liquid Surface using Francis Formula
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Created Head1 given Time Required to Lower Liquid for Triangular Notch
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Created Head1 given Time Required to Lower Liquid Surface
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Created Head1 given Time Required to Lower Liquid Surface using Bazins Formula
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Created Head2 given Time Required to Lower Liquid for Triangular Notch
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Created Head2 given Time Required to Lower Liquid Surface
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Created Head2 given Time Required to Lower Liquid Surface using Bazins Formula
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Created Length of Crest for time required to Lower Liquid Surface
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