Calculators Created by M Naveen

National Institute of Technology (NIT), Warangal
https://www.linkedin.com/in/lucky-naveen-b6a007181/
724
Formulas Created
1064
Formulas Verified
309
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 724 and verified 1064 calculators across 309 different categories till date.
Verified Deflection when Proof Load on Leaf Spring is Given
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3 More Deflection Calculators
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Verified Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given
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5 More Dynamic Viscosity Calculators
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Verified Mean Velocity of Flow when Pressure Head Drop is Given
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4 More Mean Velocity of Flow Calculators
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Verified Modulus of Elasticity when Proof Load on Leaf Spring is Given
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3 More Modulus of Elasticity Calculators
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Verified Normal Stress in Bi-Axial Loading
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Verified Stress along X- Direction when Shear Stress in Bi-Axial Loading is Given
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Verified Stress along Y- Direction when Shear Stress in Bi-Axial Loading is Given
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1 More Normal Stress in Bi-Axial Loading Calculators
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Verified Angle when Normal Stress when Member Subjected to Axial Load is Given
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4 More Normal Stress of members Subjected to Axial Load Calculators
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Verified Pressure Gradient when Shear Stress Distribution Profile is Given
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5 More Pressure Gradient Calculators
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Verified Velocity of Piston when Shear Force Resisting the Motion of Piston is Given
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Verified Velocity of Pistons when Pressure Drop over the Length of Piston is Given
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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 the forbidden region
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Verified Channel Depth in Non-propagated Wave Values of F lying in the forbidden region
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Verified Channel Depth in Non-propagated Wave Values of Ω lying in the forbidden region
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Verified Channel Velocity in Non-propagated Wave Values of F lying in the 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 of 'F' lying in the forbidden region (boundary line F= FM)
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Verified Non-propagated Wave Values of Ω lying in the forbidden region (boundary line F= FM)
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Verified Wave Height entering Inlet
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Verified Wave Period in Non-propagated Wave Values of Ω lying in the forbidden region
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Verified Distance to Accelerate and Stop when Full Strength Pavement Distance is Given
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Verified Field Length (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 for known Field Length
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Verified Stopway Distance when Field Length is Given
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Verified Stopway Distance when Full Strength Pavement Distance is Given
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Verified Constant of Proportionality for greater Air Trip Distances
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Verified Constant of Proportionality when Air Passengers between Cities i and j is Given
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Verified Constant of Proportionality when Travel by Air Passengers between Cities is Given
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Verified Cost of Travel between i and j when Travel by Air Passengers between Cities is Given
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Verified Distance between i and j when Travel by Air Passengers between Cities i and j is Given
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Verified Population of the Destination City when Travel by Air Passengers between Cities i and j is Given
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Verified Population of the Origin City when Travel by Air Passengers between Cities i and j is Given
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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 when Travel by Air Passengers between Cities is Given
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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 when Travel by Air Passengers between Cities is Given
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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 in terms of Travel Cost
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1 More Air Trip Distribution Models Calculators
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Verified Aircraft Gross Wing Area when Drag Force to the Vehicle Body is Given
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Verified Aircraft gross wing area when lifting force provided by the wing-body of the vehicle is given
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Verified Desired Take off Weight
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Verified Drag Coefficient Wing Area when Drag Force to the Vehicle Body is Given
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Verified Drag Force to the Vehicle Body
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Verified Friction force due to rolling resistance
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Verified Fuel Weight to be Carried when Desired Take off Weight is Given
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Verified Lift Coefficient when Lifting Force provided by the Wing-body of the Vehicle is Given
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Verified Lifting Force provided by the Wing-body of the Vehicle
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Verified Lifting force when friction force due to rolling resistance is given
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Verified Operating Empty Weight when Desired Take off Weight is Given
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Verified Payload Carried when Desired Take off Weight is Given
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Verified Rolling friction coefficient when friction force due to rolling resistance is given
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Verified Speed of sound in terms of true match number
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Verified Takeoff Distance when demonstrated Distance to Clear an 11m (35 ft.) obstacle is Given
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Verified True Mach Number
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Verified True match number when true aircraft speed
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Verified Vehicle Speed when Drag Force to the Vehicle Body is Given
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Verified Vehicle speed when lifting force provided by the wing-body of the vehicle is Given
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2 More Aircraft Runway Length Estimation Calculators
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Verified Moment Gradient Factor when Smaller and Larger Beam End Moment is Given
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2 More Allowable Stress Design for Bridge Beams Calculators
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Verified Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given
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2 More Allowable Stress Design for Shear in Bridges Calculators
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Created Compressive thrust on the conduit wall
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Created Compressive thrust when axial load is given
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Created Design pressure acting on the steel
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Created Design pressure if the height of cover is less than one pipe diameter
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Created Design pressure when the height of cover is equal to, or greater than, one pipe diameter
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Created Design pressure(Pv) when compressive thrust is given
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Created Design stress when saftey factor 2 is applied.
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Created Flexibilty factor limits
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Created Metal thickness when flexibility factor is given
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Created Required wall area of width when allowable stress is given
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Created The ultimate wall stress when the ratio D/r does not exceed 294
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Created The ultimate wall stress when the ratio D/r is more than 500
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Created The ultimate wall stress when the ratio D/r r exceeds 294 but not 500
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Created Total load when design pressure(Pv) is given
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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 when Non-Prestressed Reinforcements are Used
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Verified Area of Concrete when Stress in Concrete in Presence of Non-Prestressed Reinforcement is Known
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Verified Area of Non-Prestressed Reinforcement for a known Stress in Concrete
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Verified Area of Non-Prestressed Reinforcement in Partially Prestressed Members
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Verified Area of Prestressing Tendons when Non-Prestressed Reinforcements are Used
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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 the Presence of Non-Prestressed Reinforcement
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Verified Transformed Area of Partially Prestressed Members
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16 More Analysis of Members Under Axial Load Calculators
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Verified Change in Rate of Flow when Torque Exerted on the Fluid is Given
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Verified Radial distance r1 when Torque Exerted on the Fluid is Given
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Verified Radial distance r2 when Torque Exerted on the Fluid is Given
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Verified Torque Exerted on the Fluid
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Verified Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given
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Verified Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given
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Verified Constant K3 when Deflection Due to Shear on a Arch Dam is Given
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Verified Rotation Due to Shear on a Arch Dam
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20 More Arch Dams Calculators
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Verified Buoyant Force of a body submerged in a Fluid
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Verified Mass Density of the Fluid when Buoyant Force of a body submerged in a Fluid is given
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Verified Volume of Submerged part of object when Buoyant Force of a body submerged in a Fluid is given
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Verified Depth at which Reservoir is Completely filled up
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Verified Difference in the Elevations of FRL and Original Bed of the Reservoir
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Verified Incremental Sediment Volume
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Verified Original Reservoir Area at the 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 the Reservoir
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Created Amount of Hydropower (P)
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Created Effective Head when Amount of Hydropower is given
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Created Effective Head when Energy through Hydraulic Turbines is given
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Created Efficiency of the Hydropower Station when Amount of Hydropower is given
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Created Efficiency of the Hydropower Station when Energy through Hydraulic Turbines is given
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Created Energy through Hydraulic Turbines
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Created Head (H) when Amount of Hydropower is given
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Created Head (H) when Energy through Hydraulic Turbines is given
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Created Head Loss when Amount of Hydropower is given
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Created Head Loss when Energy through Hydraulic Turbines is given
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Created Period of Flow when Energy through Hydraulic Turbines is given
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Created Rate of Flow of Water when Amount of Hydropower is given
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Created Rate of Flow of Water when Energy through Hydraulic Turbines is given
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Verified Attractive Force Potentials per unit Mass for the Moon
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Verified Attractive Force Potentials per unit Mass for the Moon in terms of Harmonic Polynomial Expansion
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Verified Attractive Force Potentials per unit Mass for the Sun
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Verified Attractive Force Potentials per unit Mass for the Sun in terms of Harmonic Polynomial Expansion
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Verified Distance from the center of Earth to center of the Moon for known Attractive Force Potentials
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Verified Mass of the Moon for known Attractive Force Potentials in terms of Harmonic Polynomial Expansion
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Verified Mass of the Moon when Attractive Force Potentials per unit Mass for the Sun is known
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Verified Mass of the Sun for known Attractive Force Potentials in terms of Harmonic Polynomial Expansion
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Verified Mass of the Sun when Attractive Force Potentials per unit Mass for the Sun is known
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Verified Mean Radius of the Earth for known Attractive Force Potentials per unit Mass for the Moon
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Verified Mean Radius of the Earth for known Attractive Force Potentials per unit Mass for the Sun
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Verified Moon's Tide-generating attractive Force Potential
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Verified Tide-generating attractive Force Potential for the Sun
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Created Absolute Pressure (P)
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Created Absolute Temperature when Absolute Pressure (P) is given
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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 when Mass Density is given
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Created Boyle's Law when Weight Density in Adiabatic Process is given
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Created Constant (K) when External Work Done in Adiabatic Process Introducing Pressure is given
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Created Continuity Equation for Compressible Fluids
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Created External Work Done by the Gas in Adiabatic Process
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Created External Work Done by the Gas in Adiabatic Process Introducing Pressure
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Created External Work Done by the Gas when Total Heat (H) Supplied to a Gas is given
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Created Gas Constant when Absolute Pressure (P) is given
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Created Increase in the Internal Energy when Total Heat (H) Supplied to a Gas is given
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Created Kinetic Energy (Ek) when Total Energy (Et) in a Compressible Fluids is given
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Created Mass Density when Absolute Pressure(P) is given
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Created Molecular Energy(Em) when Total Energy(Et) in a Compressible Fluids is given
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Created Potential Energy(Ee) when Total Energy(Et) in a Compressible Fluids is given
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Created Pressure (P1) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
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Created Pressure Energy(Ep) when Total Energy(Et) in a Compressible Fluids is given
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Created Pressure when Constant is given
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Created Pressure(P2) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
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Created Specific Volume(V1) when External Work Done in Adiabatic Process Introducing Pressure is given
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Created Total Energy(Et) in a Compressible Fluids
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Created Total Heat (H) Supplied to a Gas
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Created Total Heat (H) Supplied to a Gas in a Isothermal Process
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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 when extreme fiber stress for a rectangular timber beam is given
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Created Beam depth when horizontal shearing stress is given
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Created Beam Width when Extreme Fiber Stress for a Rectangular Timber Beam is Given
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Created Beam Width when Horizontal Shearing Stress is Given
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Created Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given
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Created Extreme Fiber Stress for a Rectangular Timber Beam when Section Modulus is Given
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Created Extreme Fiber Stress in Bending for a Rectangular Timber Beam
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Created Horizontal Shearing Stress in a Rectangular Timber Beam
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Created Section Modulus When Height and Breadth of Section are Given
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Created Total Shear when Horizontal Shearing Stress is Given
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3 More Beams Calculators
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Beams (4)
Verified Eccentricity for column to maintain stress as wholly compressive
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Verified Eccentricity for solid circular sector to maintain stress as wholly compressive
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Verified Location of beam of uniform strength of given stress, loading and dimensions
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Verified Section Modulus to maintain stress as wholly compressive when Eccentricity is Given
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8 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 Dead Load Moment when Stress in Steel for Shored Members is Given
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Verified Stress in Steel for Unshored Members
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8 More Bending Stresses Calculators
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Created Bond Length for a Prestressed Tendon
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Created Bond Length(Lb) when Development Length(Ld) of the Section is given
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Created Design Bond Stress when Bond Length for a Prestressed Tendon is given
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Created Ultimate Prestress(fpu) when Bond Length for a Prestressed Tendon is given
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Verified Braking distance on an inclined surface
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Verified Braking distance on an inclined surface with efficiency n
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Verified Breaking Distance when Stopping Sight Distance is Given
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3 More Braking Distance Calculators
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Created Actual Discharge(Q) over the Broad Crested Weir
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Created Additional Head(ha) when Head(H1) for Broad Crested weir is given
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Created Coefficient of Discharge when Actual Discharge(Q) over the Broad Crested Weir is given
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Created Coefficient of Discharge when Discharge(Q) of Weir if critical depth(h) is constant is given
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Created Coefficient of Discharge when Discharge(Q) over the Crested Weir if velocity is Considered is given
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Created Critical Depth(h) Due to Reduction in the Area of Flow Section when Total Head(H) is given
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Created Discharge(Q) of Broad Crested Weir if critical depth(h) is constant
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Created Discharge(Q) over the Broad Crested Weir
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Created Discharge(Q) over the Broad Crested Weir if Coefficient of Discharge is Considered
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Created Head on the Upstream(H) when Head(H1) for Broad Crested weir is given
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Created Head(H1) for Broad Crested weir
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Created Head(H1) when Discharge(Q) over the Broad Crested Weir if velocity is Considered is given
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Created Length of Crest when Discharge(Q) over the Broad Crested Weir if velocity is Considered is given
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Created Length of Crest(L) when Actual Discharge(Q) over the Broad Crested Weir is given
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Created Length of Crest(L) when Discharge(Q) of Weir if critical depth(h) is constant is given
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Created Length of Crest(L) when Discharge(Q) over the Broad Crested Weir is given
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Created Total Head(H) above the Weir Crest
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Created Total Head(H) when Actual Discharge(Q) over the Broad Crested Weir is given
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Created Total Head(H) when Discharge(Q) of Weir if critical depth(h) is constant is given
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Created Total Head(H) when Discharge(Q) over the Broad Crested Weir is given
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Created Velocity of Flow(v) when Total Head(H) is given
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Created Buoyancy Force (dF) on a Vertical Prism
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Created Buoyancy Force (dF) when Volume of Vertical Prism dV is given
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Created Buoyant Force for a Body Immersed in Fluid
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Created Buoyant Force on Entire Submerged Body
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Created Buoyant Force When a Body Floats at between two immiscible fluids of specificweights
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Created Cross Sectional Area of Prism when Buoyancy Force is given
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Created Cross Sectional Area of Prism when Volume of Vertical Prism dV is given
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Created Pressure Head Difference when Buoyancy Force is given
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Created Pressure Head Difference when Volume of Vertical Prism dV is given
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Created Specific Weight pf the Fluid when Buoyancy Force is given
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Created Total Buoyant Force when Volumes of the Elementary Prism Submerged in Fluids is given
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Created Volume of Submerged Body When Buoyant Force on Entire Submerged Body is given
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Created Volume of Vertical Prism dV
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Verified Maximum Intensity of Vertical Force in horizontal plane on a Buttress Dam
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Verified Minimum Intensity in horizontal plane on a 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 when Natural frequency of each Cable is Given
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2 More Cable Systems Calculators
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Created Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given
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Created Area of Non-prestressing Reinforcement(As) when Average Strain is given
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Created Area of Prestressing steel(Ap) when Tension Force(Tp) is given
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Created Average Strain at the Selected Level when Crack Width is given
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Created Average Strain Under Tension
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Created Center to Center Spacing when Shortest Distance(acr) is given
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Created Compression Force(Tp) for a Prestressed Section
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Created Couple Force of the Cross Section
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Created Crack Width on the Surface of the Section
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Created Depth of Neutral Axis when Couple Force of the Cross Section(C) is given
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Created Depth of the Neutral Axis when Crack Width is given
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Created Diameter of the Longitudinal Bar(db) when Shortest Distance(acr) is given
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Created Distance(a) from the Compression Face to Crack Width when Average Strain is given
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Created Effective Depth of the Longitudinal Reinforcement when Average Strain is given
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Created Effectyive Cover when Shortest Distance(acr) is given
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Created Height of Crack Width at the Soffit(h) when Average Strain is given
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Created Minimum Clear Cover when Crack Width is given
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Created Short Term Deflection at Transfer
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Created Shortest Distance from the Selected Level on the Surface to aLongitudinal Bar
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Created Strain in the Longitudinal Reinforcement(εs) when Tension Force(Ts) is given
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Created Tension Force(Ts) for a Prestressed Section
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Created Total Depth of the Member when Crack Width is given
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Created Width of the Rectangular Zone(b) when Average Strain is given
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Created Width of the section(b) when Couple Force of the Cross Section(C) is given
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Verified Counterfort Shear Unit Stress on a Horizontal Section
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Created Shear Force on the Section
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Created Shear Force on the Section for a Vertical Wall Face
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Verified Cross Sectional Area of Tube when Dynamic Viscosity is Given
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Verified Diameter of Pipe when Dynamic Viscosity with time is Given
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Verified Diameter of Pipe when Kinematic Viscosity is Given
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Verified Length of Pipe when Kinematic Viscosity is Given
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Verified Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given
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Verified Time Required when Kinematic Viscosity is Given
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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 the Structural Steel
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Created Chromiun Content when Carbon Equivalent is given
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Created Copper when Carbon Equivalent is given
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Created Manganese Content
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Created Molybdenum when Carbon Equivalent is given
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Created Nickel Content when Carbon Equivalent is given
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Created Vanadium when Carbon Equivalent is given
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Verified UDL when Tension at any Point of the Simple Cable with a UDL is Given
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4 More Catenary Calculators
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Verified Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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5 More Catenary Cable Sag and Distance between Supports Calculators
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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 when length of curve is given
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Created Central angle of curve when length of long chord is given
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Created Central Angle of Curve when Tangent Distance is given
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Created Chord Offset for Chord of Length(approximate)
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Created Degree of curve when central angle for portion of curve
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Created Degree of curve when length of curve is given
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Created Degree of curve when radius of curve is given(exact for arc definition, approx for chord definition)
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Created Degree of curve when radius of curve is given(exact for chord definition)
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Created Exeternal distance(Exact)
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Created Length of curve (chord) determined by central angle when central angle for portion of curve is given
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Created Length of curve (chord) determined by central angle when chord offset for chord of length is given
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Created Length of curve (chord) determined by central angle when tangent offset for chord of length is given
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Created Length of curve when central angle for portion of curve is given
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Created Length of curve(Exact)
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Created Length of long chord(Exact)
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Created Tangent distance(Exact)
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Created Tangent offset for chord of length(approximate)
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Verified Angle of Sector when Wetted Perimeter is Given
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Verified Diameter of Section when Section Factor is Given
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Verified Diameter of Section when Top Width is Given
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Verified Diameter of Section when Wetted Perimeter is Given
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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 when Discharge through Channels is Given
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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 when Depth of flow in most Efficient Channel section is Given
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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 when Hydraulic Radius in most efficient channel for maximum velocity is Given
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13 More Circular section Calculators
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Verified Diameter at one end of Circular Tapering rod when extension is given
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Verified Extension of Circular Tapering Rod
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Verified Extension of Circular Tapering Rod for a particular section where diameters are equal
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Verified Length of Circular Tapering rod when extension is given
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Verified Length of Rod when Extension of Circular Tapering Rod for a particular section is Given
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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 the Second Kind
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Verified Distance from the Bottom to the Crest
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Verified Distance from the Bottom to the 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 when Complete Elliptic Integral of the first Kind is known
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10 More Cnoidal Wave Theory Calculators
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Verified Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given
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Verified Radius of Inner Cylinder when Velocity Gradient is Given
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Verified Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given
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Verified Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given
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Verified Torque exerted on Inner Cylinder
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Verified Viscometer Constant when Total Torque is Given
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16 More Coaxial Cylinder Viscometers Calculators
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Verified Coefficient of Longitudinal Friction when Breaking Distance is Given
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Verified Coefficient of Longitudinal Friction when Retardation of the Vehicle is Given
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2 More Coefficient of friction Calculators
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Verified Inlet Hydraulic Radius for known Coefficient of Repletion, or Filling
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Verified Inlet Length for known Coefficient of Repletion, or Filling
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Verified Keulegan Repletion Coefficient
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Verified Tidal Period for known 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 when Longitudinal Shear Stress is Given
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Verified Unit Weight of Material Wind Pressure is Given
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2 More Columns Calculators
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Verified Moment of Inertia when Moment of Resistance, stress induced and Distance from extreme fiber is given
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Verified Moment of Inertia when Young's Modulus, Moment of Resistance and Radius is given
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Verified Young's Modulus when Distance from extreme fiber, Radius and stress induced is given
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18 More Combined Axial and Bending Loads Calculators
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Verified Angle when Combined Bending and Torsion Condition is given
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Verified Combined Bending and Torsion Condition
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Verified Combined bending and torsional stress
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4 More Combined Bending and Torsion Condition Calculators
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Verified Complementary Induced Normal Stress
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Verified Complementary Induced Shear Stress
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Verified Stress when Complementary Induced Normal Stress is Given
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3 More Complementary Induced Stress Calculators
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Created Allowable stress in the flanges
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Created Dead load moment when maximum stress in the bottom flange is given
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Created Dead load moment when maximum unit stress in steel is given
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Created Live load moment when maximum stress in the bottom flange is given
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Created Live load moment when maximum unit stress in steel is given
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Created Maximum unit stress in the steel
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Created Section modulus of steel beam when maximum unit stress in steel is given
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Created Section modulus of transformed composite section when maximum stress in the bottom flange is given
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Created Section modulus of transformed composite section when maximum unit stress in steel is given
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Created The maximum stress in the bottom flange
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Created Yield strength when allowable stress in the flange is given
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Verified Barometric Efficiency in terms of Compressibility Parameters
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Verified Coefficient of Storage for an Unconfined Aquifer
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Verified Saturated Thickness of the Aquifer when Coefficient of Storage for an Unconfined Aquifer is Given
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1 More Compressibility of Aquifers Calculators
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Verified Area of Channel Section when Conveyance of Channel Section is Given
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Verified Area of Channel Section when Discharge is Given
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Verified Chezy Constant when Conveyance of Channel Section is Given
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Verified Hydraulic Radius of Channel Section when Discharge is Given
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15 More Computation of Uniform Flow Calculators
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Verified Area of Well when Specific Capacity per unit Well Area of the Aquifer is Given
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Verified Proportionality Constant when Specific Capacity per unit Well Area of the Aquifer is Given
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7 More Confined Groundwater Flow between Water Bodies Calculators
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Verified Clearway Distance for a Continued Takeoff
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Verified Clearway Distance when Field Length under Continued Takeoff is Given
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Verified Clearway Distance when Takeoff Run is Given
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Verified Distance of the 35 ft. Obstacle when Takeoff Run is Given
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Verified Distance to Clear 35 ft. Obstacle when Clearway Distance for a Continued Takeoff is Given
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Verified Field Length (Total Amount of Runway Needed) under Continued Takeoff
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Verified Full Strength Pavement Distance when Field Length is Given
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Verified Liftoff Distance when Clearway Distance for a Continued Takeoff is Given
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Verified Takeoff Run for Continued Takeoff
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Verified Cross Sectional Area at Section 1 for a Steady Flow
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Verified Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given
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Verified Mass Density at Section 1 for a Steady Flow
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Verified Velocity at Section 1 for a Steady Flow
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Verified Velocity at Section when Discharge through a Section for Steady Incompressible Fluid is Given
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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 when Depth of Parabolic Channel is Given
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Verified Critical Depth when Maximum Discharge is Given
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4 More Critical Depth Calculators
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Verified Critical Depth when Critical Energy for Triangular Channel is Given
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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 when Discharge is Given
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Verified Critical Velocity when Maximum Discharge is Given
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7 More Critical Velocity Calculators
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Curves (9)
Verified Apex Distance
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Verified Length of Curve if 20m Chord Definition is Used
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Verified Length of Curve if 30m Chord Definition is Used
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Verified Long Chord Length
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Verified Mid Ordinate
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Verified Radius of Curve when Long Chord is Given
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Verified Radius of Curve when Tangent is Given
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Verified Radius when Apex Distance is Given
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Verified Tangent Length
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3 More Curves Calculators
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Verified Liquid Column Height when Pressure Intensity at a radial distance r from axis is Given
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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 the liquid mass at a radial distance r from axis.
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Verified Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given
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Verified Constant Angular Velocity when Equation of Free Surface of liquid is Given
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Verified Equation of Free Surface of liquid
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Verified Radial Distance when Centripetal acceleration from axis is Given
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Verified Radial Distance when Pressure at any point with origin at free surface is Given
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Verified Vertical Depth (z) when Pressure at any point with origin at free surface is Given
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2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
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Verified Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given
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Verified Length of Pipe when Head Loss due to Frictional Resistance is Given
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Verified Reynolds Number when Friction Factor is Given
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Verified Shear Stress when Friction Factor is Given
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Verified Shear Stress when Friction Factor with density is Given
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Verified Specific Weight of Liquid when Shear Stress with Friction Factor is Given
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15 More Darcy – Weisbach Equation Calculators
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Verified Diameter of Piston when Shear Force Resisting the Motion of Piston is Given
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Verified Diameter of Piston when Shear Stress resisting the Motion of Piston is Given
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Verified Length of Piston when Shear Force Resisting the Motion of Piston is Given
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Verified Length of Piston when Vertical Upward Force on Piston is Given
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Verified Shear Force Resisting the Motion of Piston
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Verified Total Forces
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Verified Vertical Force when Total Force is Given
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17 More Dash - Pot Mechanism Calculators
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Created Deflection Due to Prestressing for a doubly Harped Tendon is given
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Created Deflection Due to Prestressing for a Parabolic Tendon
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Created Deflection Due to Prestressing for a 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 Self Weight when Short Term Deflection at Transfer is given
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Verified Average Harbor Depth when Tidal Prism of the Harbor Basin is given
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Verified Difference between high and low tide levels when Tidal Prism of the Harbor Basin is given
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22 More Density Currents in Harbors Calculators
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Verified Density Current Velocity when Density Influence is given
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Verified Density Influence
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Verified Filling Current Velocity when Density Influence is given
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Verified Length of the Harbor when Density Influence is given
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Verified Time Interval over which the density difference exists when Density Influence is given
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Verified Equation for Unit Weight of Deposit
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6 More Density of Sediment Deposits Calculators
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Verified Depth of Parabolic Channel when Critical Depth is Given
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Verified Depth of Parabolic Channel when Width of Parabolic Channel is Given
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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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Created Bulking stress
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Created Bulking stress For diameters greater than 126.5r/K
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Created Dead load pressure when thrust is given
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Created Flexibility factor
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Created Live load pressure when thrust is given
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Created Modulus of Elasticity when Bulking Stress for Diameters Greater than 126.5r/K is given
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Created Modulus of elasticity when flexibility factor is given
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Created Moment of inertia when flexibility factor is given
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Created Pipe diameter when Bulking stress For diameters greater than 126.5r/K is given
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Created Pipe diameter when flexibility factor is given
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Created Pipe diamter when bulking stress is given
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Created Radius of gyration when Bulking stress For diameters greater than 126.5r/K is given
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Created Radius of gyration when bulking stress is given
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Created Soil Stiffness Factor when Bulking Stress for Diameters Greater than 126.5r/K is given
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Created Soil stiffness factor when bulking stress is given
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Created Span diameter when thrust is given
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Created Thrust of structure
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Verified Dynamic Viscosity when Mean Velocity Gradient is Given
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Verified Hydraulic Retention Time when Volume of Rapid Mix Basin is Given
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Verified Mean Velocity Gradient when Power Requirement is Given
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Verified Power Requirement when Mean Velocity Gradient is Given
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Verified Required Volume of the Flocculation Basin
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Verified Retention Time when Volume of the Flocculation Basin is Given
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Verified Volume of Mixing Tank when Mean Velocity Gradient is Given
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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 when Column Web Depth Clear of Fillets is given
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Created Column Yield Stress when Cross sectional area of Column Web Stiffeners is given
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Created Column Yield Stress when Thickness of the Column Flange is given
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Created Computed Force when Column Web Depth Clear of Fillets is given
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Created Computed Force when Column Web Depth Clear of Filletsis given
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Created Computed Force when Cross sectional area of Column Web Stiffeners is given
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Created Computed Force when Thickness of the Column Flange is given
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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 when Cross sectional area is given
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Created Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given
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Created Tensile Strength of the Connected Part when Allowable Bearing Stress is given
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Created Thickness of Column Web when Column Web Depth Clear of Fillets is given
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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 when Cross sectional area of Column Web Stiffeners is given
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Created Thickness of the Column Flange
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Created Angle Made by the Pendulum
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Created Distance Moved by Pendulum on the Horizontal scale
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Created Length of Plumb Line
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Created Area of Bar when Basic Development Length is Given
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Created Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given
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Created Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given
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Created Bar Steel Yield Strength when Basic Development Length is Given
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Created Basic Development Length for Bars and Wire in Tension
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Created Basic Development Length for No 14 Bars
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Created Basic Development Length for No 18 Bars
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4 More Development Length Requirements Calculators
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Verified Scale Factor for Acceleration when Scale Factor for Time and Velocity is known
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Verified Scale Factor for Kinematic Viscosity when Scale Factor for Time and Length is given
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Verified Scale Factor for Length when Scale Factor for Acceleration is known
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Verified Scale Factor for Length when Scale Factor for Time and Kinematic Viscosity is given
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Verified Scale Factor for Time when Scale Factor for Acceleration is known
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Verified Scale Factor for Time when Scale Factor for length and Kinematic Viscosity is given
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Verified Scale Factor for Velocity when Scale Factor for the Time is known
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8 More Dimensionless Ratios and Scaling Laws Calculators
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Created Discharge (Q) if the Velocity of Approach is Considered
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Created Discharge (Q) if the Velocity of Approach is not Considered
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Created Discharge (Q) Passing Over the Weir
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Created Discharge (Q) when the End Contractions is Suppressed and Velocity is Considered
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Created Discharge (Q) when the End Contractions is Suppressed and Velocity is not Considered
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Created Discharge (Q) when Velocity Approach (Va) is given
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Created Discharge Over the Weir(Q)
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Created Discharge(Q) for the Notch which is to be Caliberated
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Verified Discharge when Critical Depth is Given
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Verified Discharge when Flow Area of Throat is Given
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Verified Maximum Discharge when Width of Throat is Given
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4 More Discharge in Channel Calculators
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Verified Runoff Quantity with Full Gutter Flow
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10 More Disposing of storm water Calculators
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Verified Column slenderness ratio when Critical Buckling Load is given
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Verified Critical Buckling Load
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Verified Material elastic modulus when Critical Buckling Load is given
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5 More Drill String Buckling Calculators
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Verified Dynamic Viscosity when Pressure Difference is Given
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5 More Dynamic Viscosity Calculators
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Verified Fetch when Setup above Pool level through Zuider Zee formula is Given
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Verified Hydraulic Gradient when Seepage Discharge in an Earth Dam is Given
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Verified Number of equipotential drops of net when Quantity of seepage in length of dam is given
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Verified Quantity of seepage in length of dam under Consideration
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Verified Seepage Discharge in an Earth Dam
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20 More Earth Dam Calculators
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Verified Velocity at the Surface when Velocity detail of the current profile in Three Dimensions is known
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Verified Velocity in the Current Profile in Three dimensions by introducing Polar Coordinates
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13 More Eckman Wind Drift Calculators
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Created Error in Computed Discharge when Error in Head for a Rectangular Weir is given
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Created Error in Computed Discharge when Error in Head for a Triangular Weir is given
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Created Error in Head for a Rectangular Weir
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Created Error in Head for a Triangular Weir
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Verified Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given
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5 More Elastic Modulus of Rock Calculators
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Verified Coefficient of Discharge of Elbow Meter when Discharge is Given
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3 More Elbow Meter Calculators
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Verified Length of Bar when Elongation of Tapering Bar due to Self Weight is Given
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Verified Load on Rod when Extension of Circular Tapering Rod for a particular section is Given
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12 More Elongation of Tapering Bar due to Self Weight Calculators
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Verified Difference in Elevations and Original bed of Reservoir when New Total Depth of Reservoir is Given
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Verified Difference in the Elevations of FRL and Original bed of Reservoir
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Verified Difference in the Elevations of FRL and Original bed of Reservoir when new Relative Depth is Given
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Verified Height above the Reservoir Bed when Relative Depth is Given
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Verified Height up to which Sediment completely fills up when new Relative Depth is Given
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Verified New total depth of the reservoir
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Verified Relative Area for Reservoir Type I (Lake)
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Verified Relative Area for Reservoir Type II (Flood Plain, Foot-Hill Region)
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Verified Relative Area for Reservoir Type III (Hilly Region)
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Verified Relative Area for Reservoir Type IV (Gorge)
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Verified Relative Area when Soil Erodibility Factor is Known
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Verified Relative Depth at the New Zero Elevation
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Verified Sediment area at any height above the datum
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Verified Soil Erodibility Factor
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Verified Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
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Verified Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
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Verified Volume of Sediment Deposition when Incremental Area is Given
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Verified Volume of sediment to be distributed
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Verified Energy Dissipation Rate by Battjes and Janssen
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Verified Energy Dissipation Rate per unit Surface Area due to Wave Breaking
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Verified Energy Flux associated with Stable Wave Height
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Verified Maximum Wave Height based on Miche criterion
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Verified Maximum Wave Height for known Energy Dissipation Rate
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Verified Mean Wave Frequency for known Energy Dissipation Rate
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Verified Percentage of Waves Breaking for known Energy Dissipation Rate
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Verified Water Depth for known Energy Dissipation Rate per unit Surface Area due to Wave Breaking
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Verified Water Depth for known Maximum Wave Height based on Miche criterion
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Verified Water Depth for known Stable Wave Height
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Verified Wave Number for known Maximum Wave Height based on Miche criterion
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Verified Wavelength for known Maximum Wave Height based on Miche criterion
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1 More Energy Flux Method Calculators
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Verified Air Temperature for known Air-Sea Temperature Difference
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Verified Air-Sea Temperature Difference
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Verified Water Temperature for known Air-Sea Temperature Difference
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21 More Estimating Marine and Coastal Winds Calculators
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Verified Pressure when Pressure Head for a Steady Non Viscous Flow is Given
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Verified Velocity Head for a Steady Non Viscous Flow is Given
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Verified Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given
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7 More Euler's Equation of Motion Calculators
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Created Cross sectional area of jet when dynamic thrust normal to the direction of jet is given
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Created Cross sectional area of jet when dynamic thrust parallel to the direction of jet is given
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Created Cross Sectional Area of Jet when Thrust Exerted in the Direction of Normal to the Plate is given
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Created Discharge Flowing in the Direction Parallel to the Plate
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Created Discharge Flowing by Jet
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Created Discharge flowing in the direction normal to the plate
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Created Dynamic thrust normal to the direction of jet
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Created Dynamic thrust parallel to the direction of jet
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Created Specific Gravity when Dynamic Thrust Exerted in the Direction of Normal to the Plate is given
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Created Specific gravity when dynamic thrust parallel to the direction of jet is given
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Created Specific Gravity when Thrust Exerted in the Direction of Normal to the Plate is given
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Created Specific weight when dynamic thrust normal to the direction of jet is given
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Created Specific weight when dynamic thrust parallel to the direction of jet
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Created Specific Weight when Thrust Exerted in the Direction of Normal to the Plate is given
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Created Thrust Exerted in the Direction of Normal to the Plate
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Created Velocity of fluid when Thrust Exerted in the Direction of Normal to the Plate is given
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Created Velocity of fluid when dynamic thrust normal to the direction of jet is given
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Created Velocity of fluid when dynamic thrust parallel to the direction of jet is given
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Created Absolute Velocity when Mass of Fluid Striking the Plate is given
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Created Absolute velocity when dynamic thrust exerted by the jet on the plate is given
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Created Absolute Velocity(V) when Normal Thrust(Fx) Parallel to the Direction of Jet is given
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Created Absolute Velocity(V) when Normal Thrust(Fy) Normal to the Direction of Jet is given
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Created Cross Section Area when Mass of Fluid Striking the Plate is given
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Created Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given
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Created Cross Sectional Area when Normal Thrust(Fx) Parallel to the Direction of Jet is given
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Created Cross Sectional Area when Normal Thrust(Fy) Normal to the Direction of Jet is given
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Created Cross Sectional Area when Work Done by the Jet per Second is given
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Created Dynamic Thrust Exerted by the Jet on the Plate
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Created Mass of Fluid Striking the Plate
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Created Normal Thrust(Fx) Parallel to the Direction of Jet
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Created Normal Thrust(Fy) Normal to the Direction of Jet
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Created Velocity of jet for a dynamic thrust exerted by the jet on the plate
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Created Velocity of Jet(u) Mass of Fluid Striking the Plate is given
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Created Velocity of Jet(u) when Normal Thrust(Fx) Parallel to the Direction of Jet is given
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Created Velocity of Jet(u) when Normal Thrust(Fy) Normal to the Direction of Jet is given
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Created Work Done by the Jet per Second
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Created Area of Cross Section of Jet when Force Exerted by the Stationary Plate on the Jet is given
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Created Area of Cross Section of Jet when Mass of the Fluid is given
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Created Force Exerted by the Stationary Plate on the Jet
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Created Mass of the Fluid Striking the Plate
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Created Specific Gravity when Force Exerted by the Stationary Plate on the Jet is given
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Created Specific Gravity when Mass of the Fluid is given
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Created Specific Weight when Force Exerted by the Stationary Plate on the Jet is given
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Created Specific Weight when Mass of the Fluid is given
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Created Velocity when Force Exerted by the Stationary Plate on the Jet is given
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Created Velocity when Mass of the Fluid is given
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Created Absolute Velocity when Thrust Exerted by the Jet on the Plate is given
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Created Absolute Velocity(V) when Mass of the Fluid Striking the Plate is given
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Created Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is established
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Created Cross Sectional Area when Mass of the Fluid Striking the Plate is given
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Created Cross Sectional Area when Work Done by the Jet on the Plate per Second is given
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Created Dynamic Thrust Exerted on the Plate by the Jet
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Created Efficiency of the Wheel
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Created Mass of the Fluid Striking the Plate in civil
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Created Specific Gravity for know Dynamic Thrust Exerted by the Jet
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Created Specific Gravity when Mass of the Fluid Striking the Plate is given
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Created Specific Gravity when Work Done by the Jet on the Plate per Second is given
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Created Specific weight when Dynamic Thrust Exerted by the Jet is given
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Created Specific weight when Mass of the Fluid Striking the Plate is given
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Created Specific Weight when Work Done by the Jet on the Plate per Second is given
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Created Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given
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Created Velocity of Jet(u) when Mass of the Fluid Striking the Plate is given
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Created Work Done by the Jet on the Plate per Second
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Created Flexural Rigidity when Deflection Due to Prestressing for a doubly Harped Tendon is given
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Created Flexural Rigidity when Deflection Due to Prestressing for a Parabolic Tendon is given
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Created Flexural Rigidity when Deflection Due to Prestressing for a Singly Harped Tendon is given
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Verified Thickness of Steel when Equivalent width of flitched beam is Given
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2 More Flitched Beam Calculators
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Created Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity Considered is given
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Created Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given
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Created Acceleration Due to Gravity(g) when Discharge (Q) Passing Over the Weir is given
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Created Acceleration due to Gravity(g) when Discharge Over the Weir(Q) is given
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Created Bazins Formula for Discharge if the Velocity is Considered
Go
Created Bazins Formula for Discharge if the Velocity is not Considered
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Created Coefficient (m) for Bazins Formula
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Created Coefficient (m) when Bazins Formula for Discharge if the Velocity is not Considered is given
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Created Coefficient (m1) for Bazins Formula if velocity is considered
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Created Coefficient (M1) when Bazins Formula for Discharge if the Velocity is Considered is given
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Created Coefficient of Discharge (Cd) when Discharge (Q) Passing Over the Weir is given
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Created Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity Considered is given
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Created Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity not Considered is given
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Created Coefficient of Discharge(Cd) when Discharge Over the Weir(Q) is given
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Created Depth of Flow of Water in the Channel (H+Z) when Velocity Approach (Va) is given
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Created Francis Formula for the Discharge (Q) for Rectangular Notch if the Velocity is Considered
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Created Francis Formula for the Discharge (Q) for rectangular notch if the Velocity not Considered
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Created Rehbocks Formula for Coefficient of Discharge
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Created Rehbocks Formula for Discharge Over Rectangular Weir
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Created Velocity Approach (Va)
Go
Created Width of the Channel (B) when Velocity Approach (Va) is given
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Created Additional Head (ha) when Discharge (Q) for Cipolletti Weir if Velocity is Considered is given
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Created Coefficient of Discharge when Discharge(Q) for Cipolletti Weir is given
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Created Discharge Over a Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch
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Created Discharge(Q) for Cipolletti Weir
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Created Discharge(Q) for Cipolletti Weir if Velocity is Considered
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Created Discharge(Q) over a Cipolletti Weir by Francis, cipolletti
Go
Created Discharge(Q) over a Trapezoidal Notch
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Created Head(H) when Discharge(Q) for Cipolletti Weir is given
Go
Created Head(H) when Discharge(Q) over a Cipolletti Weir by Francis, Cipolletti is given
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Created Head1 when Discharge(Q) for Cipolletti Weir if Velocity is Considered is given
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Created Length of Crest when Discharge(Q) for Cipolletti Weir if Velocity is Considered is given
Go
Created Length of Crest when Discharge(Q) for Cipolletti Weir is given
Go
Created Length of Crest when Discharge(Q) over a Cipolletti Weir by Francis, cipolletti is given
Go
Created Length of Crest when Discharge(Q) over a Trapezoidal Notch is given
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Created Rectangular Coefficient of Discharge(Cd1) when Discharge(Q) over a Trapezoidal Notch is given
Go
Created Trapezoidal Coefficient of Discharge(Cd2) when Discharge(Q) over a Trapezoidal Notch is given
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Created Coefficient of Discharge when Discharge (Q) for the Entire Triangular Weir is given
Go
Created Coefficient of Discharge when Discharge (Q) for the Triangular Weir if Angle is 90 is given
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Created Coefficient of Discharge when Discharge (Q) for Triangular Weir if Velocity is Considered is given
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Created Discharge (Q) for the Entire Triangular Weir
Go
Created Discharge (Q) for the Triangular Weir if Angle is 90
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Created Discharge (Q) for the Triangular Weir if Coefficient Discahrge is Constant
Go
Created Discharge (Q) for Triangular Weir if Velocity is Considered
Go
Created Head when Discharge (Q) for the Entire Triangular Weir is given
Go
Created Head when Discharge (Q) for the Triangular Weir if Angle is 90 is given
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Created Head when Discharge (Q) for the Triangular Weir if Coefficient Discharge is Constant is given
Go
Verified Direction of Wave Propagation θ for Froude numbers up to unity
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Verified Drawdown with respect to Water Depth
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16 More Flushing/Circulation Processes and Vessel Interactions Calculators
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Created Maximum Moment for Symmetrical Concrete Wall Footing
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Created Tensile Bending Stress at Bottom when Footing is Deep
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Created Uniform Pressure on Soil when Maximum Moment is Given
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Verified Acceleration of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
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Verified Mass of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
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Verified Turbulent Force when Sum of Total Forces influencing Motion of Fluid is Given
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6 More Forces Acting on Fluid in Motion Calculators
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Verified Angle of Current relative to the longitudinal axis of vessel when Form Drag of a Vessel is known
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Verified Average Current Speed when Form Drag of a Vessel is known
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5 More Form Drag Calculators
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Verified Natural Free Oscillation Period
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Verified Natural Free Oscillation Period for Closed Basins
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Verified Water Depth for known Natural Free Oscillation Period
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4 More Free Oscillation Period Calculators
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Verified Dimensionless Parameter function of the hydraulic Radius and Manning’s Roughness Coefficient
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Verified Hydraulic Radius for known Dimensionless parameter
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Verified Manning’s roughness coefficient n for known Dimensionless parameter
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Verified Friction Factor when Shear Stress with density is Given
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5 More Friction Factor Calculators
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Verified Froude Scaling
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Verified Froude Scaling in terms of Velocity and Length
Go
Verified Gravity Forces when Froude Scaling is given
Go
Verified Inertia or Pressure Forces when Froude Scaling is given
Go
Verified Length when Froude Scaling is given
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Verified Scale Factor for Length when Scale Factor for Time is given
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Verified Scale Factor for Time
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Verified Velocity when Froude Scaling is given
Go
Verified Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Verified Income for Leisure when Air Trips for the Stated Purpose under Leisure Category is Given
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Verified Population at Origin when Air Trips in Year y for the Stated Purpose under Leisure Category
Go
12 More Generation-Distribution Models Calculators
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Verified Hydraulic Radius or Hydraulic Mean Depth
Go
Verified Top Width when Hydraulic Depth is Given
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4 More Geometrical Properties of Channel Section Calculators
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Verified Distance from center of camber when Height for a Parabolic Shape Camber is Given
Go
Verified Radius of Road when Grade Compensation formula 1 is Given
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10 More Gradients Calculators
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Verified Area of Section when Froude Number is Given
Go
Verified Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given
Go
Verified Total Energy
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21 More Gradually Varied Flow Calculators
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Verified Density of Water when Water Pressure in the gravity dam is Given
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Verified Eccentricity when Vertical Normal Stress at downstream face is Given
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Verified Height of section when Water Pressure in the gravity dam is Given
Go
Verified Vertical Normal Stress at downstream face
Go
Verified Water Pressure in the gravity dam
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4 More Gravity Dams Calculators
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Verified Rainfall Intensity when Kinetic Energy of the Storm is Known
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22 More Groundwater Level Fluctuation and Specific Yield Method Calculators
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Verified Group Velocity of Waves
Go
Verified Group Velocity when Wave Power per unit Crest Width is Given
Go
Verified Radian Frequency when Wave Propagation is Given
Go
Verified Surface Elevation
Go
Verified Total Energy per unit of Area when Wave Power per unit Crest Width is Given
Go
Verified Wave Power per unit Crest Width
Go
Verified Wave Speed
Go
Verified Wave Speed when Group Velocity is Given
Go
Verified Wavenumber when Wave Speed is Given
Go
Verified Dynamic Viscosity when Pressure Drop over the Length of Pipe is Given
Go
Verified Mean Velocity of Flow when Head Loss over the Length of Pipe is Given
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19 More Hagen–Poiseuille Equation Calculators
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Verified Basin Length along the axis B for given Period for the fundamental mode (n = 0)
Go
Verified Basin Length along the axis for known Maximum Oscillation Period corresponding to Fundamental Mode
Go
Verified Maximum Oscillation Period corresponding to the Fundamental Mode
Go
Verified Period for the Fundamental Mode (n = 0)
Go
Verified Water Depth for known Maximum Oscillation Period corresponding to Fundamental Mode
Go
18 More Harbor Oscillations Calculators
Go
Verified Diameter of Tyre when Hoop Stress due to temperature fall is given
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 when Major (Horizontal) Semi-axis for Shallow water Condition is Given
Go
Verified Wave Height when Major (Horizontal) Semi-axis for Shallow water Condition is Given
Go
9 More Horizontal and Vertical Semi-axis of ellipse Calculators
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Verified General Equation of Super-elevation on Road
Go
Verified Height of vehicle centroid when Centrifugal Factor on road for equilibrium is Given
Go
Verified Super-elevation on Road
Go
Verified Super-elevation when lateral friction is neglected
Go
Verified Weight of Vehicle when Centrifugal Ratio on road without super elevation is Given
Go
Verified Width of Road when Super-elevation on Road is Given
Go
15 More Horizontal Curves Calculators
Go
Verified Area when Horizontal Shear Flow is given
Go
Verified Horizontal Shear Flow
Go
Verified Moment of Inertia when Horizontal Shear Flow is given
Go
2 More Horizontal Shear Flow Calculators
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Created Head (H) Over the Crest when Discharge (Q) if the Velocity not Considered is given
Go
Created Head (H) Over the Crest when Discharge (Q) Passing Over the Weir is given
Go
Created Head (H) Over the Crest when Discharge Over the Weir(Q) is given
Go
Created Head (H) when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Created Head (H) when Coefficient for Bazins Formula is given
Go
Created Head (H1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Created Head (H1) when Coefficient (m1) for Bazins Formula if velocity is considered
Go
Created Head when Discharge(Q) for the Notch which is to be Caliberated is given
Go
Created Head when End Contractions is Supressed, if the Velocity is Considered is given
Go
Verified Conjugate Depth y2 when Froude Number Fr2 is Given
Go
Verified Energy loss in Hydraulic Jump
Go
9 More Hydraulic Jump in Rectangular Channel Calculators
Go
Verified Efficiency of turbine and generator when Power in horsepower when unit weight of water is not Given
Go
Verified Total weight of the water when The potential energy in hydroelectric power generation is Given
Go
18 More Hydroelectric Power Generation Calculators
Go
Verified Coordinate measured downward from the top when Effective Tension is given
Go
Verified Coordinate measured downward from the top when Tension on a Vertical Drill String is given
Go
Verified Cross section area of steel in the pipe when Tension on a Vertical Drill String is given
Go
Verified Cross section area of steel when Effective Tension is given
Go
Verified Effective Tension when buoyant force acts in a direction opposite to the gravity force
Go
Verified Length of pipe hanging when Lower section of Drill String length that is in Compression is known
Go
Verified Length of the pipe hanging in the well when Effective Tension is given
Go
Verified Length of the pipe hanging in the well when Tension on a Vertical Drill String is given
Go
Verified Length of the pipe hanging in well when Vertical Force at the bottom end of Drill String is given
Go
Verified Mass Density of Drilling Mud for Lower section of the Drill String length that is in Compression
Go
Verified Mass density of drilling mud when buoyant force acts in a direction opposite to the gravity force
Go
Verified Mass Density of Drilling Mud when Vertical Force at the bottom end of Drill String is given
Go
Verified Mass Density of Steel for Lower section of the Drill String length that is in Compression
Go
Verified Mass Density of Steel when buoyant force acts in a direction opposite to the gravity force
Go
Verified Mass density of steel when Tension on a Vertical Drill String is given
Go
Verified Tension on a Vertical Drill String
Go
Verified The Lower section of the Drill String length that is in Compression
Go
Verified Vertical Force at the bottom end of Drill String
Go
I-Beam (1)
Verified Moment of Inertia when Maximum Longitudinal Shear Stress in Web for I beam is Given
Go
10 More I-Beam Calculators
Go
Verified Bay Tide Amplitude for known Inlet channel Water Surface Elevation of Bay
Go
Verified Change of Bay Elevation with time for flow through the Inlet into the Bay
Go
Verified Duration of Inflow for known 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 a Tidal Cycle for known Inlet Channel Velocity
Go
Verified Phase Lag for known Inlet channel Water Surface Elevation of Bay
Go
Verified Surface Area of Bay for known Tidal Prism Filling the Bay
Go
Verified Tidal Period for known Inlet Channel Velocity
Go
Verified Tide Period for known Inlet channel Water Surface Elevation of Bay
Go
10 More Inlet Currents and Tidal Elevations Calculators
Go
Verified Darcy - Weisbach Friction term for known Inlet Impedance
Go
Verified Entrance Energy Loss Coefficient for known Inlet Impedance
Go
Verified Exit Energy Loss Coefficient for known Inlet Impedance
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Verified Inlet Hydraulic Radius for known Inlet Impedance
Go
Verified Inlet Impedance
Go
Verified Inlet Length for known Inlet Impedance
Go
Verified Deepwater Surf Similarity Parameter for known Average of the Highest 1/10 of the Runups
Go
Verified Deepwater Surf Similarity Parameter for known Maximum Runup
Go
Verified Deepwater Surf Similarity Parameter for known Mean Runup
Go
Verified Deepwater Surf Similarity Parameter for known Runup exceeded by 2% percent of the Runup Crests
Go
Verified Deepwater Wave Height for known Average of the Highest 1/10 of the Runups
Go
Verified Deepwater Wave Height for known Average of the Highest 1/3 of the Runups
Go
Verified Deepwater Wave Height for known Mean Runup
Go
Verified Deepwater Wave Height for known Runup exceeded by 2% percent of the Runup Crests
Go
Verified Maximum Runup
Go
Verified Mean Runup
Go
Verified Runup exceeded by 2% percent of the Runup Crests
Go
Verified Surf Similarity Parameter for known Average of the Highest 1/3 of the Runups
Go
Verified The Average of the Highest 1/10 of the Runups
Go
Verified The Average of the Highest 1/3 of the Runups
Go
Verified Wave Period for known Long Wave simplification for Wavelength
Go
1 More Irregular Waves Calculators
Go
Verified Actual Velocity when Force exerted on Tank due to Jet is Given
Go
Verified Coefficient of Velocity when Force exerted on Tank due to Jet is Given
Go
Verified Head over Jet Hole when Force exerted on Tank due to Jet is Given
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5 More Jet Propulsion of Orifice Tank Calculators
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Verified Absolute Velocity of the Issuing Jet when Relative Velocity is Given
Go
Verified Absolute Velocity of the Issuing Jet when Work Done by the Jet on Ship is Given
Go
Verified Area of Issuing Jet when Weight of Water is Given
Go
Verified Area of Issuing Jet when Work Done by the Jet on Ship is Given
Go
Verified Kinetic Energy Available with the Water
Go
Verified Specific Weight of Liquid when Weight of Water is Given
Go
Verified Specific Weight of Liquid when Work Done by the Jet on Ship is Given
Go
Verified Velocity of the Jet relative to the Motion of the ship when Kinetic Energy is Given
Go
Verified Velocity of the Jet relative to the Motion of the ship when Weight of Water is Given
Go
Verified Velocity of the Moving Ship when Relative Velocity is Given
Go
Verified Velocity of the moving ship when Work Done by the Jet on Ship is Given
Go
Verified Weight of Water when Kinetic Energy is Given
Go
Verified Weight of Water when Relative Velocity is Given
Go
Verified Weight of Water when Work Done by the Jet on Ship is Given
Go
8 More Jet Propulsion of Ships Calculators
Go
Created Absolute Velocity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created Absolute Velocity when Mass of Fluid Striking the Vane per Second is given
Go
Created Area of Cross Section when Force Exerted by the Jet in the Direction of Flow is given
Go
Created Area of Cross Section when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Created Area of Cross Section when Force Exerted by the Jet with relative velocity is given
Go
Created Area of Cross Section when Mass of Fluid Striking the moving Vane per Second is given
Go
Created Area of Cross Section when Work Done by the Jet on the Vane per Second is given
Go
Created Efficiency of the Jet
Go
Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 0 is given
Go
Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 90
Go
Created Force Exerted by the Jet in the Direction of Flow of Jet
Go
Created Force Exerted by the jet with relative velocity
Go
Created Kinetic Energy of Jet per Second
Go
Created Mass of Fluid Striking the Vane per Seconds
Go
Created Maximum Efficiency
Go
Created Velocity of Jet(u) Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created Velocity of Jet(u) when Mass of Fluid Striking the Vane per Second is given
Go
Created Work Done by the Jet on the Vane per Second
Go
Created Work Done per Second when Efficiency of the Wheel is given
Go
Created Cross Sectional Area when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created Force Exerted on the Plate in the Direction of Flow of Jet
Go
Created Force Exerted on the Plate in the Direction of Flow of Jet when theta is 0
Go
Created Force Exerted on the Plate in the Direction of Flow of Jet when theta is 90
Go
Created Specific Gravity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created Specific Weight when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created Velocity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created Area of Cross Section when Mass of Fluid Striking the Vane per Second is given
Go
Created Mass of Fluid Striking the Vanes per Second
Go
Created Specific Gravity when Mass of Fluid Striking the Vanes per Second is given
Go
Created Specific Weight of fluid when Mass of Fluid Striking the Vane per Second is given
Go
Created Velocity at Inlet when Mass of Fluid Striking the Vane per Second is given
Go
Created Area of Cross Section when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created Area of Cross Section when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created Force Exerted by the Jet on the Vane in the X-Direction
Go
Created Force Exerted by the Jet on the Vane in the Y-Direction
Go
Created Specific Gravity when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created Specific Gravity when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created Specific Weight when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created Specific Weight when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created Velocity When Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created Velocity When Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified Jet Velocity when Rate of Flow through Propeller is Given
Go
Verified Jet Velocity when Thrust on the Propeller is Given
Go
3 More Jet Velocity Calculators
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Verified Annual Sediment Yield Rate ( On Volume Basis)
Go
3 More Khoslas's Equation Calculators
Go
Verified Kinetic Energy per unit Length of Wave Crest
Go
Verified Wave Height when Kinetic Energy per unit Length of Wave Crest is Given
Go
Verified Wavelength when Kinetic Energy per unit Length of Wave Crest is Given
Go
Verified Average Area over the Channel Length when Tidal Period, Inlet Friction Coefficient is given
Go
Verified Inlet Frequency Coefficient when Tidal Period is given
Go
Verified Inlet Friction Coefficient for known Keulegan Repletion Coefficient
Go
Verified Inlet Friction Coefficient parameter for known Keulegan Repletion Coefficient
Go
Verified Inlet Length for known King’s Inlet Friction Coefficient
Go
Verified Surface Area of Bay when Tidal Period, Inlet friction coefficient is given
Go
6 More King’s Inlet Friction Coefficient Calculators
Go
Verified Stanton number for Colburn analogy
Go
12 More Laminar flow Calculators
Go
Verified Coefficient of Drag when density is known
Go
Verified Coefficient of Drag when Drag Force is Given
Go
Verified Coefficient of Drag when Reynolds Number is Given
Go
Verified Density of Fluid when Coefficient of Drag is Given
Go
Verified Density of Fluid when Drag Force is Given
Go
Verified Diameter of Sphere when Coefficient of Drag is Given
Go
Verified Diameter of Sphere when Terminal Fall Velocity is Given
Go
Verified Diameter of Spherical Surface when Specific weights are Given
Go
Verified Drag Force when Coefficient of Drag is Given
Go
Verified Dynamic Viscosity when Coefficient of Drag is Given
Go
Verified Projected Area when Drag Force is Given
Go
Verified Resistance Force on Spherical Surface
Go
Verified Reynolds Number when Coefficient of Drag is Given
Go
Verified Terminal Fall Velocity
Go
Verified Velocity of Sphere when Coefficient of Drag is Given
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Verified Velocity of Sphere when Drag Force is Given
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9 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Verified Dynamic Viscosity when Stress is Given
Go
Verified Mean Velocity of Flow when Shear Stress is Given
Go
Verified Pressure Gradient when Shear Stress is Given
Go
Verified Shear Stress when velocity is given
Go
8 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators
Go
Verified Distance Between Plates when Maximum Shear Stress is Given
Go
Verified Horizontal Distance when Shear Stress Distribution Profile is Given
Go
Verified Length of Pipe when Pressure Difference is Given
Go
Verified Pressure Head Drop
Go
Verified Shear Stress Distribution Profile
Go
Verified Specific Weight of Fluid when Pressure Head Drop is Given
Go
16 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Verified Bed Shear Stress
Go
Verified Bed Slope when Bed Shear Stress is Given
Go
Verified Diameter of Section when Bed Shear Stress is Given
Go
Verified Diameter of Section when Potential Head Drop is Given
Go
Verified Diameter of Section when Slope of Channel is Given
Go
Verified Dynamic Viscosity when Discharge per unit channel width is Given
Go
Verified Dynamic Viscosity when Potential Head Drop is Given
Go
Verified Horizontal Distance when Slope of Channel is Given
Go
Verified Length of Pipe when Potential Head Drop is Given
Go
Verified Mean Velocity in flow
Go
Verified Mean Velocity of Flow when Potential Head Drop is Given
Go
Verified Potential Head Drop
Go
Verified Shear Stress when Slope of Channel is Given
Go
Verified Slope of Channel when Shear Stress is Given
Go
Verified Specific Weight of Liquid when Bed Shear Stress is Given
Go
Verified Specific Weight of Liquid when Mean Velocity of flow is Given
Go
Verified Specific Weight of Liquid when Potential Head Drop is Given
Go
Verified Specific Weight of Liquid when Slope of Channel is Given
Go
7 More Laminar Flow of Fluid in an Open Channel Calculators
Go
Verified Coefficient of Permeability when Velocity is Given
Go
Verified Hydraulic Gradient when Velocity is Given
Go
Verified Velocity Through Darcy's Law
Go
Verified Equation for Landing Distance
Go
Verified Stopping Distance when Landing Distance is Given
Go
2 More Landing Distance under Estimation of Runway Length Calculators
Go
Verified Length when Proof Load on Leaf Spring is Given
Go
Verified Load when Bending Stress of Leaf Spring is Given
Go
Verified Maximum Bending Stress at the Proof Load of a Leaf Spring
Go
Verified Number of Plates when Proof Load on Leaf Spring is Given
Go
Verified Proof Load on Leaf Spring
Go
Verified Thickness when Bending Stress of Leaf Spring is Given
Go
Verified Thickness when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Verified Thickness when Proof Load on Leaf Spring is Given
Go
Verified Width when Bending Stress of Leaf Spring is Given
Go
13 More Leaf Spring Calculators
Go
Created Length of the Crest when Discharge (Q) if the Velocity Considered is given
Go
Created Length of the Crest when Discharge (Q) if the Velocity not Considered is given
Go
Created Length of the Crest when Discharge (Q) Passing Over the Weir is given
Go
Created Length of the Crest when Discharge (Q), Contractions is Suppressed, Velocity is Considered is given
Go
Created Length of the Crest when Discharge Over the Weir(Q) is given
Go
Created Length of the Crest when Discharge, Contractions is Suppressed, Velocity is not Considered is given
Go
Created Length of the Crest when Francis Formula Discharge (Q) if the Velocity is Considered is given
Go
Created Length of the Crest when Francis Formula Discharge (Q) if the Velocity not Considered is given
Go
Created Length when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Created Length when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Verified Length when Angle of Super Elevation is Given
Go
Verified Length when Change in Radial Acceleration is Given
Go
Verified Length when Comfort Condition Holds Good for Highways
Go
Verified Length when Comfort Condition Holds Good for Railways
Go
Verified Length when Time Rate is Given
Go
Verified Rate of Change of Radial Acceleration
Go
Verified Time Rate when Length is Given
Go
Verified Time Taken when Radial Acceleration is Given
Go
Verified Radian Frequency of the Wave
Go
13 More Linear Dispersion Relation of Linear Wave Calculators
Go
Verified Gauge Pressure at any point in liquid with height
Go
Verified Slope of Surface of Constant Pressure
Go
Verified Specific Weight of Liquids when Pressure at any point in liquid is Given
Go
Verified Vertical Depth Below Free Surface when Total Force exerted at any Section of the Container is Given
Go
11 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
Go
Verified Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given
Go
Verified Mass of Liquid when Net Force Acting in Vertical Upward Direction of Tank is Given
Go
Verified Specific Weights of liquid when Gauge Pressure at any point in liquid is Given
Go
Verified Vertical Depth Below Free Surface when Pressure at point in liquid is Given
Go
8 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators
Go
Created Concentrated Load when Deflection at the Top Due to Fixed Against Rotation is given
Go
Created Concentrated Load when Deflection at the Top is given
Go
Created Modulus of Elasticity of the Wall Material when Deflection is given
Go
Created Modulus of Elasticity when Deflection at the Top Due to Concentrated Load is given
Go
Created Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given
Go
Created The Deflection at the Top Due to Concentrated Load
Go
Created The Deflection at the Top Due to Fixed Against Rotation
Go
Created The Deflection at the Top Due to Uniform Load
Go
Created Wall Thickness when Deflection at the Top Due to Concentrated Load is given
Go
Created Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given
Go
Created Wall Thickness when Deflection is given
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 when Minimum Web Thickness is Given
Go
18 More Load Factor Design for Bridge Beams Calculators
Go
Verified Transverse Shear when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Verified Average Longitudinal Shear Stress for Solid Circular Section
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Verified Beach Slope modified for Wave Setup
Go
Verified Longshore Current at the 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 for known Longshore Current at the Mid-Surf Zone
Go
Verified Wave Height for known Radiation Stress Component
Go
Verified Dynamic Viscosity when Pressure Gradient is Given
Go
Verified Pressure Gradient
Go
Verified Rate of Flow when Pressure Gradient is Given
Go
Verified Mass Transport Velocity to second-order
Go
Verified Wave Height when Mass Transport Velocity to second-order is known
Go
Verified Base when Maximum Stress of a triangular section is Given.
Go
Verified Height when Stress at Neutral axis of a triangular section is Given.
Go
Verified Stress at Neutral axis of a 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
Go
Verified Mean Velocity of Flow when Shear Stress with Friction Factor is Given
Go
5 More Mean Velocity of Flow Calculators
Go
Verified Direction in Cartesian Coordinate system
Go
Verified Direction in Standard Meteorological Terms
Go
19 More Measured Wind Directions Calculators
Go
Created Pressure at Point m in a Pizometer
Go
Created Pressure head (hm) at point m in a pizometer
Go
Created Specific Weight of the liquid in a peizometer
Go
Created Distance Between the Centre of Gravity of these Wedges.
Go
Created Moment of the Turning Couple due to the Movement of the Liquid
Go
Created Volume of the Either Wedge
Go
Verified Discharge flow through Channel
Go
9 More Metering Flumes Calculators
Go
Verified Coefficient 'a' for known 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 for known 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 when Minimum value of Specific Yield for the Area is Known
Go
Verified Possible Recharge in Hard Rock Area with Kartstified Limestone for known Minimum Specific Yield
Go
Verified Possible Recharge in Hard Rock Area with Laterite for Minimum Specific Yield of the Area
Go
Verified Possible Recharge in Hard Rock Area with Limestone for known Minimum Specific Yield of the Area
Go
Verified Possible Recharge in Hard Rock Area with Low Clay Content for known 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 for known Minimum Specific Yield
Go
Verified Possible Recharge in Hard Rock Area with Quartzite for known Minimum Specific Yield of the Area
Go
Verified Possible Recharge in Hard Rock Area with Sandstone for Minimum Specific Yield of the Area
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 when Minimum value of Specific Yield for the Area is Known
Go
1 More Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
Go
Verified Indicator of Attraction to City j when Travel by Air Passengers between the Cities is Given
Go
Verified Indicator of Road Condition around City i when Travel by Air Passengers between the Cities is Given
Go
Verified Percent of Manufacturing and Retail Employment of Total Employment at J
Go
Verified Seats Available between i and j when Travel by Air Passengers between the Cities is Given
Go
Verified Service Reliability Indicator when Travel by Air Passengers between the Cities is Given
Go
6 More Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities Calculators
Go
Verified Crop Management Factor when Sediment Yield from an Individual Storm is Given
Go
Verified Equation for Suspended Sediment Load
Go
Verified Sediment Yield from an Individual Storm
Go
Verified Storm Runoff Volume when Sediment Yield from an Individual Storm is Given
Go
Verified Stream Flow Discharge when Suspended Sediment Load is Given
Go
Verified Support Cultivation Practice when Sediment Yield from an Individual Storm is Given
Go
Verified Topographic Factor when Sediment Yield from an Individual Storm is Given
Go
2 More Modified Universal Soil Loss Equation Calculators
Go
Created Modulus of Elasticity of Concrete(Ec) when Couple Force of the Cross Section(C) is given
Go
Created Modulus of Elasticity of Non Prestressed steel(Es) when Tension Force(Ts) is given
Go
Created Modulus of Elasticity of Non-prestressed when Average Strain Under Tension is given
Go
Created Modulus of Elasticity of Prestressed steel(Ep) when Compression Force(Tp) is given
Go
Created Young's Modulus when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Young's Modulus when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created Young's Modulus when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Created Modulus of Elasticity
Go
5 More Modulus of Elasticity Calculators
Go
Created Moment of Inertia(I) when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Moment of Inertia(I) when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created Moment of Inertia(I) when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Verified Moments when Rotation Due to Moment on a Arch Dam is Given
Go
6 More Moments acting on the arch dam Calculators
Go
Verified Vertical Depth of Centroid of Area when Specific Force with Top Width is Given
Go
5 More Momentum in Open-Channel Flow-Specific Force Calculators
Go
Verified Diameter of Propeller when Rate of Flow through Propeller is Given
Go
Verified Flow Velocity when Rate of Flow through Propeller is Given
Go
Verified Input Power
Go
Verified Output Power when Input Power is Given
Go
Verified Power Lost when Input Power is Given
Go
17 More Momentum Theory of Propellers Calculators
Go
Verified Velocity at Surface in terms of Shear Stress at the Water Surface is known
Go
20 More Mooring Forces Calculators
Go
Created Column Buckling Stress Fc1 when Relative Material Cost is given
Go
Created Column Buckling Stress Fc2 when Relative Material Cost is given
Go
Created Cross Sectional Area1 when Material Cost Ratio is given
Go
Created Cross Sectional Area2 when Material Cost Ratio is given
Go
Created Material Cost Ratio
Go
Created Material price p1 when Material Cost Ratio is given
Go
Created Material price p2 when Material Cost Ratio is given
Go
Created Relative cost for Designing Fabricated Plate Girders
Go
Created Relative cost when Yield stress is given
Go
Created Relative Material Cost for Two Columns of Different Steels Carrying the Same Load
Go
Created Relative Material Cost ratio when Designed to Carry the Same Load
Go
Created Relative Price Factors when Relative Material Cost ratio is given
Go
Created Relative Weight for Designing Fabricated Plate Girders
Go
Created Relative Weight when Yield stresses given
Go
Created Yield Stress Fy2 when Relative cost for Designing Fabricated Plate Girders is given
Go
Created Yield Stress Fy2 when Relative Cost is given
Go
Created Yield Stress Fy2 when Relative Weight for Designing Fabricated Plate Girders is given
Go
Created Yield Stress Fy2 when Relative Weight is given
Go
Created Yield Stress of Steel1 when Relative Material Cost ratio is given
Go
Created Yield Stress of Steel2 when Relative Material Cost ratio is given
Go
Created Yield stress when relative cost for designing fabricated plate girders is given
Go
Created Yield stress when relative cost is given
Go
Created Yield stress when relative weight for designing fabricated plate girders is given
Go
Created Yield stress when relative weight is given
Go
Verified Equation for Sediment Delivery Ratio
Go
2 More Movement of Sediments from Watersheds Calculators
Go
Verified Airline Service (Weekly Departing Flights) from Airport 1 from the Utility Function
Go
Verified Airline Service (Weekly Departing Flights) from Airport 2,3 from the Utility Function
Go
12 More Multi-Airport Region Forecast Framework Calculators
Go
Verified Maximum Velocity in the Inlet Throat for known Total Maximum Discharge
Go
Verified Ocean Tide Amplitude for known Total Maximum Discharge (for the Total of all Inlets)
Go
Verified Surface Area of a Bay or Basin for known Total Maximum Discharge (for the total of all inlets)
Go
Verified Tidal Period for known Total Maximum Discharge (for the Total of all Inlets)
Go
Verified Total Maximum Discharge for the Total of all Inlets
Go
Verified Dynamic Viscosity of the Fluid when Fluid Filling width y between the plates is given
Go
Verified Dynamic Viscosity when Kinematic Viscosity is given
Go
Verified Fluid Filling width y between the plates when Shear Force per unit area or Shear Stress is given
Go
Verified Relationship between the Dynamic Viscosity and Kinematic Viscosity
Go
Verified Velocity of the Upper Plate when Shear Force per unit area or Shear Stress is given
Go
4 More Newton’s Friction Postulation Calculators
Go
Verified First Type of Mean Fluid Speed
Go
Verified Mean Depth in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Mean Depth when Second Type of Mean Fluid Speed is Given
Go
Verified Relative Height of the Highest Wave as a function of Wavelength obtained by Fenton
Go
Verified Second Type of Mean Fluid Speed
Go
Verified Stokes’ Second Approximation to the 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 the Waves when Second Type of Mean Fluid Speed is Given
Go
Verified Wave Height when Ursell number is Given
Go
Verified Wave Speed when First Type of Mean Fluid Speed is Given
Go
Verified Wave Speed when Second First Type of Mean Fluid Speed is Given
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2 More Non-Linear Wave Theory Calculators
Go
Verified Clearway Distance
Go
Verified Clearway Distance when Field Length is Given
Go
Verified Clearway Distance when Takeoff Run of the aircraft is Given
Go
Verified Field Length
Go
Verified Full Strength Pavement Distance
Go
Verified Lift off Distance when Clearway Distance is Given
Go
Verified Takeoff Distance when Clearway Distance is Given
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Verified Takeoff Distance when Takeoff Run is Given
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Verified Takeoff Run
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Verified Number of Connectors in Bridges
Go
17 More Number of Connectors in Bridges Calculators
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Created Actual area of effective concrete flange when total horizontal shear is given
Go
Created Area of steel beam when Total horizontal shear Vh is given
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Created Maximum Moment in Span when Number of Shear Connectors are Given
Go
Created Moment at Concentrated Load when Number of Shear Connectors are Given
Go
Created Number of Shear Connectors Between M max and Zero Moment when Number of Shear Connectors are Given
Go
Created Specified compressive strength of concrete when total horizontal shear is given
Go
Created The number of shear connectors
Go
Created The total horizontal shear
Go
Created Total horizontal shear Vh
Go
Created Total number of connectors to resist total horizontal shear
Go
Created Yield Strength when Total Horizontal Shear Vh is Given
Go
Verified Mid Ordinate when Offsets From Long Chord is Used for Setting Out
Go
Verified Mid Ordinate when Ox is Given
Go
Verified Offset at a Distance x from Mid Point
Go
Verified Basin Length along the axis B in Open Basin
Go
Verified Basin Length along the axis for Closed Basins
Go
Verified Number of Nodes along the Long Basin axis for Closed Basins
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1 More Open and Closed Basins Calculators
Go
Verified Actual Velocity when Theoretical Velocity at Section 2 is Given
Go
Verified Area at Section 2 or at Vena Contracta
Go
Verified Discharge through pipe when Coefficient of Discharge is Given
Go
Verified Theoretical Velocity at Section 1
Go
Verified Theoretical Velocity at Section 2
Go
6 More Orifice Meter Calculators
Go
Verified UDL when Parabolic Equation for the Cable Slope is Given
Go
2 More Parabola Calculators
Go
Verified Length of Cable for UDL on Parabolic Cable is Given
Go
Verified Parabolic Equation for the Cable Slope
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Verified Span of Cable when Length of Cable for UDL on Parabolic Cable is Given
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9 More Parabolic Cable Tension and Length Calculators
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Created Distance from PVC to Lowest Point on a Sag Curve
Go
Created Elevation of lowest point on a sag curve
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Created Elevation of Point x Distant from PVC(point of vertical curvature)
Go
Created Elevation of PVC when elevation of lowest point on a sag curve is given
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Created Elevation of PVC(point of vertical curvature)
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Created Elevation of PVI(point of vertical intersection) when elevation of PVC is given
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Created Grade at Beginning of Curve when Elevation of Point x Distant from PVC is given
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Created Length of curve when rate of change of grade is given in parabolic curves
Go
Created Rate of change of grade in parabolic curves
Go
Created Rate of change of grade when distance from PVC to lowest point on a sag curve is given
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Verified Area of Parabolic Channel when Width of Parabolic Channel is Given
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Verified Flow Area of Throat when Discharge is Given
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13 More Parabolic Grit Chamber Calculators
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Verified Top Width when Hydraulic Radius is Given
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Verified Wetted Area
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Verified Wetted Perimeter for parabola
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10 More Parabolic Section Calculators
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Verified Fetch Length when Frequency at the Spectral Peak is known
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Verified Fetch Length when Scaling Parameter is given
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Verified Frequency at the Spectral Peak
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Verified JONSWAP Spectrum for Fetch-limited Seas
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Verified Phillip's Equilibrium Range of the Spectrum for a fully developed sea in Deep water
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Verified Scaling Parameter
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Verified Wind Speed at Elevation 10m above the Sea Surface when Frequency at the Spectral Peak is known
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Verified Wind Speed at Elevation 10m above the Sea Surface when Scaling Parameter is given
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11 More Parametric Spectrum Models Calculators
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Verified Approximate Equation for Offset at Distance x from Mid Point
Go
Verified Exact Equation for Offset at Distance x from Mid Point
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Verified Radius when Approximate Equation for Offset is Given
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Verified Coefficient of Velocity when Actual Velocity of the flowing Stream is Given
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Verified Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given
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3 More Pitot Tube Calculators
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Verified Depth of Submergence of the Pump
Go
Verified Flow Velocity in the Suction Pipe
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Verified Hydraulic Loss Coefficient from Suction Pipe entrance to pump
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Verified Specific Weight of the Dry Sand Grain
Go
Verified Specific Weight of the Mixture in the Suction Pipe
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Verified Vacuum at the Pump entrance expressed as Head of water
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6 More Plain Suction Dredge Calculators
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Verified Polymer Feed Rate as Volumetric Flow Rate
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5 More Polymer Feed Rate Calculators
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Created Atmospheric pressure P according to polytropic process
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Created Density According to Polytropic Process
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Created Initial Density According to Polytropic Process
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Created Initial Pressure (Po) According to Polytropic Process
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Created Positive Constant(n)
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Created Temperature Lapse Rate (dT/dZ)
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Created Capacity Spectrum
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Created Collapse Prevention Level
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Created Length of Primary Member when Collapse Prevention Level is given
Go
Created Length of Secondary Member when Capacity Spectrum is given
Go
Created Length of secondary member when collapse prevention level is given
Go
Created Moment of Inertia of Primary Member when Collapse Prevention Level is given
Go
Created Moment of Inertia of Secondary Member when Capacity Spectrum is given
Go
Verified Potential Energy per unit Length of Wave Crest
Go
Verified Wave Height when Potential Energy per unit Length of Wave Crest is Given
Go
Verified Wavelength when Potential Energy per unit Length of Wave Crest is Given
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Verified Depth of Flow when Wetted Area of Triangular Channel Section is Given
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Verified Hydraulic Radius of Triangular Channel Section
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Verified Wetted Area of Trapezoidal Channel Section
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Verified Wetted Area of Triangular Channel Section
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Verified Wetted Perimeter of Triangular Channel Section
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3 More Practical Channel Sections Calculators
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Verified Significant Wave Period from Bretschneider Empirical Relationships
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3 More Predicting Waves in Deep Water Calculators
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Created Depth of the Center of Pressure
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Created Length of Prism when Total Pressure by the Volume of Prism is given
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Created Pressure Intensity (p2) for bottom Edge of the Plane Surface
Go
Created Pressure Intensity for Top Edge of the Plane Surface
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Created Specific Weight (w2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given
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Created Specific Weight when Pressure Intensity for Top Edge of the Plane Surface is given
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Created Specific Weight when Total Pressure by the Volume of Prism is given
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Created Total Pressure by the Volume of Prism
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Created Verical Depth (h1) when Pressure Intensity for Top Edge of the Plane Surface is given
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Created Verical Depth (h2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given
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Created Vertical Depth (h1) when Total Pressure by the Volume of Prism is given
Go
Created Vertical Depth (h2) when Total Pressure by the Volume of Prism is given
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Verified Pressure Gradient when Shear Stress at any Cylindrical Element is Given
Go
Verified Pressure Gradients when Mean Velocity of Flow is Given
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5 More Pressure Gradient Calculators
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Verified Pressure Reference Factor when Height of Surface Waves based on Subsurface Measurements is Given
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Verified Pressure Response Factor at the bottom
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Verified Pressure when Height of Surface Waves based on Subsurface Measurements is Given
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Verified Wavelength when Pressure Response Factor at the bottom is Given
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4 More Pressure Reference Factor Calculators
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Verified Bending Moment when Equivalent Force is Given
Go
Verified Bending stress when Moment is Given
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Verified Diameter when Bending stress with Moment is Given
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Verified Diameter when Equivalent Force is Given
Go
Verified Diameter when Equivalent Shear Force is Given
Go
Verified Equivalent Shear Force
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Verified Polar Moment of Inertia when Shear Stress is Given
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Verified Radius when Shear Stress is Given
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Verified Torsion when Equivalent Shear Force is Given
Go
Verified Torsion when Shear Stress is Given
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4 More Principal Stress Calculators
Go
Verified Vessel Propeller Drag when Total longitudinal Current Load on a Vessel is known
Go
6 More Propeller Drag Calculators
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Verified Atmospheric Pressure as a function of Salinity and Temperature
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Verified Atmospheric Pressure when a value of thousand is substracted from the density values
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Verified Density for known Atmospheric Pressure whose value of thousand is reduced from density value
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Verified Salinity when Atmospheric Pressure is given
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Created Acceleration Due to Gravity when Constant(k) for Rectangular Shaped Aperture weir is given
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Created Coefficient of Discharge when Constant(k) for Rectangular Shaped Aperture weir is given
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Created Constant(k) for Rectangular Shaped Aperture weir
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Created Constant(k) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Created Discharge Through the Small Rectangular Shaped Aperture weir
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Created Head(H) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Created Height of Aperture(a) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Created Height(a) of Aperture when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Created Width(L) of Aperture when Constant(k) for Rectangular Shaped Aperture weir is given
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Verified Deflection in Quarter Elliptical Spring
Go
Verified Deflection when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Length when Deflection in Quarter Elliptical Spring is Given
Go
Verified Length when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Load when Deflection in Quarter Elliptical Spring is Given
Go
Verified Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Number of Plates when Deflection in Quarter Elliptical Spring is Given
Go
Verified Number of Plates when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Proof Load in Quarter Elliptical Spring
Go
Verified Thickness when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Width when Proof Load in Quarter Elliptical Spring is Given
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9 More Quarter Elliptical Spring Calculators
Go
Verified Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given
Go
3 More Radial Thickness of the Element Calculators
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Created Radius of curve when chord offset for chord of length is given
Go
Created Radius of curve when external distance is given
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Created Radius of curve when length of long chord is given
Go
Created Radius of curve when midordinate is given
Go
Created Radius of Curve when Tangent Distance is given
Go
Created Radius of curve when tangent offset for chord of length is given
Go
Created Radius of curve(approximate for chord definition)
Go
Created Radius of curve(exact for chord definition)
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Verified Radius of Curve when Centrifugal Force on vehicle on road without super elevation is Given
Go
Verified Radius of Curve when Impact Factor on road without super elevation is Given
Go
5 More Radius of Curve Calculators
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Verified Radius of Pipe when Mean Velocity of Flow is Given
Go
5 More Radius of Pipe Calculators
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Created Radius of the Wheel when Angular Momentum at Inlet is given
Go
Created Radius of the Wheel when Angular Momentum at Outlet is given
Go
Created Radius of the Wheel(R1) when Tangential Velocity(u) at the Inlet Tip of the Vane is given
Go
Created Radius of the Wheel(R1) when Tangential Velocity(u1) at the Outlet Tip of the Vane is given
Go
Verified Equation for Kinetic Energy of the Storm
Go
Verified Equation for Topographic Factor
Go
Verified Kinetic Energy of the Storm when Rainfall Erosion Index Unit of a Storm is Given
Go
Verified Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given
Go
Verified Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Verified Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Verified Runoff Rate of Rainwater from a bridge during a Rainstorm
Go
Verified Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
3 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Verified Depth of Flow when Wetted Perimeter for rectangle is Given
Go
Verified Hydraulic Radius of open channel
Go
Verified Width of Section when Perimeter is Given
Go
10 More Rectangular Section Calculators
Go
Verified Area of the Well when Discharge from an Open Well is Given
Go
Verified Discharge from an Open Well under a Depression Head
Go
Verified Specific Capacity per unit Well Area when Discharge from an Open Well is Given
Go
4 More Recuperation Test Calculators
Go
Verified Specific Weight of Sphere when Dynamic Viscosity is Given
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 the fluid when Ratio of Inertial Forces and Viscous Forces is given
Go
Verified Dynamic Viscosity when Ratio of Inertial Forces and Viscous Forces is given
Go
Verified Inertial Forces using Newton’s friction model
Go
Verified Inertial Forces when kinematic Viscosity is given
Go
Verified Kinematic Viscosity when the Ratio of Inertial Forces and Viscous Forces is given
Go
Verified Length when Ratio of Inertial Forces and Viscous Forces is given
Go
Verified Length when the Kinematic Viscosity and Ratio of Inertial Forces and Viscous Forces is given
Go
Verified Velocity when Ratio of Inertial Forces and Viscous Forces using Newton’s friction model is given
Go
Verified Velocity when the Kinematic Viscosity and Ratio of Inertial Forces and Viscous Forces is given
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 for known Return Period
Go
Verified Encounter Probability
Go
Verified Return Period in terms of Cumulative Probability
Go
Verified Time Interval associated with each data point for known Return Period
Go
8 More Return Period and Encounter Probability Calculators
Go
Verified Rate of Energy Dissipation when Dimensionless Stratification Number is given
Go
21 More Salinity Variations with Tide Calculators
Go
Verified Breadth when Rectangular Section Modulus is Given
Go
Verified Rectangular Section Modulus
Go
5 More Section Modulus Calculators
Go
Verified Deep Water Wave Height when Total Transport is given
Go
Verified Refraction Coefficient at Breaker Line when Total Littoral Transport in Breaker Zone is given
Go
Verified Refraction Coefficient at Breaker Line when Total Littoral Transport in the Breaker Zone is given
Go
Verified Total Littoral Transport in the entire Breaker Zone
Go
Verified Total Littoral Transport in the entire Breaker Zone in units of length^3/year
Go
Verified Total Transport given by Galvin
Go
Verified Wave Height in Deep Water when Total Littoral Transport in Breaker Zone is given
Go
Verified Wave Height in Deepwater when Total Littoral Transport in the entire Breaker Zone is given
Go
Verified Wave Speed in Deep Water when Total Littoral Transport in Breaker Zone is given
Go
Verified Wave Speed in Deep Water when Total Littoral Transport in the entire Breaker Zone is given
Go
Verified Fundamental period for reinforced concrete frames
Go
Verified Fundamental period when seismic response coefficient is given
Go
Verified Response modification factor
Go
18 More Seismic Loads Calculators
Go
Verified Deflection Angle of First Chord
Go
Verified First Offset when First Chord Length is Given
Go
Verified Length of First Chord when Deflection Angle of First Chord is Given
Go
Verified N-th Offset using Chords Produced
Go
Verified Second Offset using Chord Lengths
Go
Verified Allowable Horizontal Shear for Individual Connector for 100,000 cycles
Go
Verified Allowable Horizontal Shear for welded studs for 100,000 cycles
Go
Verified Allowable Horizontal Shear for welded studs for 500,000 cycles
Go
Verified Moment of Inertia of Transformed Section when Horizontal Shear Range is Given
Go
8 More Shear Range Calculators
Go
Verified Distance from Centroid when Longitudinal Shear Stress is given
Go
3 More Shear Stress Calculators
Go
Verified Beach Slope when Breaking wave and wave height at breaking point is Given
Go
Verified Breaking Wave when wave height at Breaking Point is given
Go
Verified Deep Water Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Verified Deepwater Wave Height when Shoaling and Refraction Coefficients are known
Go
Verified Deepwater Wavelength when Shoaling Coefficient in Shallow Water is given
Go
Verified Deepwater Wavelength when Wave Breaking and wave height at breaking point is Given
Go
Verified Distance between Two Rays at a General Point
Go
Verified Radian Frequency for Deep Water
Go
Verified Reduced Shoaling Coefficient in shallow Water
Go
Verified Refraction Coefficient
Go
Verified Refraction Coefficient when Relative Change of Wave Height is Given
Go
Verified Shoaling Coefficient
Go
Verified Shoaling Coefficient in Shallow Water
Go
Verified Shoaling Coefficient in terms of Wave Celerity
Go
Verified The Shoaling Coefficient
Go
Verified The Shoaling Coefficient in shallow Water
Go
Verified Water Depth when Reduced Shoaling Coefficient in shallow Water
Go
Verified Water Depth when Shoaling Coefficient in Shallow Water is given
Go
Verified Wave Height at Breaking Point when Breaking Wave and Wave Height at breaking point is Given
Go
Verified Wave Height when Shoaling and Refraction Coefficient is known
Go
Verified Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Verified Wave Length when Reduced Shoaling Coefficient in shallow Water is given
Go
Verified Retardation of the Vehicle
Go
Verified Velocity of Vehicle in kmph when Breaking Distance is Given
Go
15 More Sight Distances Calculators
Go
Verified Skin Friction Coefficient when Skin Friction of a Vessel is known
Go
Verified Skin Friction of a Vessel due to the Flow of Water over Wetted Surface Area of the Vessel
Go
6 More Skin Friction Calculators
Go
Verified Duration of Wind in SMB Prediction Method
Go
Verified Period of the significant Wave in SMB Prediction Method is given
Go
Verified Wind Speed for known Fetch Parameter in SMB Prediction Method
Go
Verified Wind Speed when Duration of Wind in SMB Prediction Method is given
Go
5 More SMB Prediction Method Calculators
Go
Created Length of Span when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Length of Span when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created Length of Span when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Verified Specific Capacity per unit Well Area of the Aquifer
Go
2 More Specific Capacity Calculators
Go
Verified Datum Height when Total Energy per unit weight of water in the flow section is Given
Go
Verified Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Verified Depth of flow when Total Energy per unit weight of water in the flow section is Given
Go
Verified Discharge through Section Considering the Condition of Maximum Discharge
Go
Verified Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Verified Mean Velocity of flow when Total Energy per unit weight of water in the flow section is Given
Go
17 More Specific Energy and Critical Depth Calculators
Go
Created Specific Gravity when Angular Momentum at Inlet is given
Go
Created Specific Gravity when Angular Momentum at Outlet is given
Go
Created Specific Gravity when Mass of Fluid Striking Vane per Second is given
Go
Created Specific Gravity when Power Delivered to the Wheel is given
Go
Created Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given
Go
Created Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Outlet is given
Go
Created Specific Gravity when Torque(T) Exerted by the Fluid is given
Go
Created Specific gravity when work done at vane angle is 90 and velocity is zero
Go
Created Specific Gravity when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Created Specific Gravity when Work Done if there is no Loss of Energy is given
Go
Created Specific Gravity when Work Done on the Wheel per Second is given
Go
Created Specific Weight when Torque(T) Exerted by the Fluid is given
Go
Created Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Created Specific Gravity when Mass of Fluid Striking the Plate is given
Go
Created Specific Gravity when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created Specific Gravity when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created Specific Gravity when Work Done by the Jet per Second is given
Go
Created Specific Weight when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Created Specific Weight when Mass of Fluid Striking the Plate is given
Go
Created Specific Weight when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created Specific Weight when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created Specific Weight when Work Done by the Jet per Second is given
Go
Created Specific Gravity of fluid when Mass of Fluid Striking the Vane per Second is given
Go
Created Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Created Specific Gravity when Force Exerted by the Jet with relative velocity is given
Go
Created Specific Gravity when Work Done by the Jet on the Vane per Second is given
Go
Created Specific Weight when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created Specific Weight when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Created Specific Weight when Force Exerted by the Jet with relative velocity is given
Go
Created Specific Weight when Mass of Fluid Striking the Vanes per Second is given
Go
Created Specific Weight when Work Done by the Jet on the Vane per Second is given
Go
Created Coefficient of the spillway when discharge over an ogee spillway is given
Go
Created Discharge(Q) over an Ogee Spillway
Go
Created Head above the Crest when Discharge(Q) over an Ogee Spillway is given
Go
Created Length of the Spillway when Discharge(Q) over an Ogee Spillway is given
Go
Spring (16)
Verified Deflection of Square Section Wire Spring
Go
Verified Load when Deflection of Square Section Wire Spring is Given
Go
Verified Mean radius when Deflection of Square Section Wire Spring is Given
Go
Verified Mean Radius when Stiffness of Square Section Wire Spring is Given
Go
Verified Modulus of Rigidity when Stiffness of spring is Given
Go
Verified Number of active coils when Deflection of Square Section Wire Spring is Given
Go
Verified Number of active spring coils when Stiffness of Square Section Wire Spring is Given
Go
Verified Number of coils when Deflection of Square Section Wire Spring is Given
Go
Verified Number of spring coils when Stiffness of Square Section Wire Spring is Given
Go
Verified Springs in Parallel - Load
Go
Verified Springs in Parallel - Spring Constant
Go
Verified Springs in series- Deflections
Go
Verified Springs in series- Spring constants
Go
Verified Stiffness of Square Section Wire Spring
Go
Verified Width when Deflection of Square Section Wire Spring is Given
Go
Verified Width when Stiffness of Square Section Wire Spring is Given
Go
4 More Spring Calculators
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SSD (4)
Verified Stopping sight distance on a level ground with breaking efficiency n
Go
Verified Stopping sight distance on an inclined surface with breaking efficiency n
Go
Verified Stopping sight distance on an upward inclined surface
Go
Verified Stopping sight distance when velocity in m/s is given
Go
2 More SSD Calculators
Go
Created Restoring Couple when Foating Body in Stable Equilibrium
Go
Created Righting Couple when Floating Body in Unstable Equilibrium
Go
Created Weight of the Body When Restoring Couple is given
Go
Created Weight of the Body when Righting Couple is given
Go
Verified Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given
Go
Verified Aircraft Gross Wing Area when Vehicle Stalling Speed is Given
Go
Verified Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given
Go
Verified Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given
Go
Verified Vehicle Speed Under Steady Flight Conditions
Go
Verified Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given
Go
Verified Non-dimensional Intrusion or Salt Wedge Length
Go
7 More Static Salt Wedge Calculators
Go
Verified Distance of Element from Center line when Head Loss is Given
Go
Verified Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given
Go
Verified Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given
Go
Verified Length of Pipe when Shear Stress at any Cylindrical Element is Given
Go
Verified Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given
Go
Verified Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given
Go
Verified Mean Velocity of FLuid Flow
Go
Verified Shear Stress at any Cylindrical Element
Go
Verified Shear Stress at any Cylindrical Element when Head Loss is Given
Go
Verified Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given
Go
Verified Viscosity when Mean Velocity of Flow is Given
Go
8 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
Go
Verified Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
9 More Steel yield strength Calculators
Go
Strain (3)
Created Strain in the Prestressed Steel(εp) when Tension Force(Tp) is given
Go
Created Strain(ε1) at the Selected Level when Average Strain Under Tension is given
Go
Created Strain(εc) when Couple Force of the Cross Section(C) is given