Calculators Created by M Naveen

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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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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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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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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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

Go

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

Go

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

Go

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

Go

Verified Water Depth for known Maximum Wave Height based on Miche criterion

Go

Verified Water Depth for known Stable Wave Height

Go

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

Go

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

Go

Created Cross sectional area of jet when dynamic thrust parallel to the direction of jet is given

Go

Created Cross Sectional Area of Jet when Thrust Exerted in the Direction of Normal to the Plate is given

Go

Created Discharge Flowing in the Direction Parallel to the Plate

Go

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

Go

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

Go

Created Specific gravity when dynamic thrust parallel to the direction of jet is given

Go

Created Specific Gravity when Thrust Exerted in the Direction of Normal to the Plate is given

Go

Created Specific weight when dynamic thrust normal to the direction of jet is given

Go

Created Specific weight when dynamic thrust parallel to the direction of jet

Go

Created Specific Weight when Thrust Exerted in the Direction of Normal to the Plate is given

Go

Created Thrust Exerted in the Direction of Normal to the Plate

Go

Created Velocity of fluid when Thrust Exerted in the Direction of Normal to the Plate is given

Go

Created Velocity of fluid when dynamic thrust normal to the direction of jet is given

Go

Created Velocity of fluid when dynamic thrust parallel to the direction of jet is given

Go

Created Absolute Velocity when Mass of Fluid Striking the Plate is given

Go

Created Absolute velocity when dynamic thrust exerted by the jet on the plate is given

Go

Created Absolute Velocity(V) when Normal Thrust(Fx) Parallel to the Direction of Jet is given

Go

Created Absolute Velocity(V) when Normal Thrust(Fy) Normal to the Direction of Jet is given

Go

Created Cross Section Area when Mass of Fluid Striking the Plate is given

Go

Created Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given

Go

Created Cross Sectional Area when Normal Thrust(Fx) Parallel to the Direction of Jet is given

Go

Created Cross Sectional Area when Normal Thrust(Fy) Normal to the Direction of Jet is given

Go

Created Cross Sectional Area when Work Done by the Jet per Second is given

Go

Created Dynamic Thrust Exerted by the Jet on the Plate

Go

Created Mass of Fluid Striking the Plate

Go

Created Normal Thrust(Fx) Parallel to the Direction of Jet

Go

Created Normal Thrust(Fy) Normal to the Direction of Jet

Go

Created Velocity of jet for a dynamic thrust exerted by the jet on the plate

Go

Created Velocity of Jet(u) Mass of Fluid Striking the Plate is given

Go

Created Velocity of Jet(u) when Normal Thrust(Fx) Parallel to the Direction of Jet is given

Go

Created Velocity of Jet(u) when Normal Thrust(Fy) Normal to the Direction of Jet is given

Go

Created Work Done by the Jet per Second

Go

Created Area of Cross Section of Jet when Force Exerted by the Stationary Plate on the Jet is given

Go

Created Area of Cross Section of Jet when Mass of the Fluid is given

Go

Created Force Exerted by the Stationary Plate on the Jet

Go

Created Mass of the Fluid Striking the Plate

Go

Created Specific Gravity when Force Exerted by the Stationary Plate on the Jet is given

Go

Created Specific Gravity when Mass of the Fluid is given

Go

Created Specific Weight when Force Exerted by the Stationary Plate on the Jet is given

Go

Created Specific Weight when Mass of the Fluid is given

Go

Created Velocity when Force Exerted by the Stationary Plate on the Jet is given

Go

Created Velocity when Mass of the Fluid is given

Go

Created Absolute Velocity when Thrust Exerted by the Jet on the Plate is given

Go

Created Absolute Velocity(V) when Mass of the Fluid Striking the Plate is given

Go

Created Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is established

Go

Created Cross Sectional Area when Mass of the Fluid Striking the Plate is given

Go

Created Cross Sectional Area when Work Done by the Jet on the Plate per Second is given

Go

Created Dynamic Thrust Exerted on the Plate by the Jet

Go

Created Efficiency of the Wheel

Go

Created Mass of the Fluid Striking the Plate in civil

Go

Created Specific Gravity for know Dynamic Thrust Exerted by the Jet

Go

Created Specific Gravity when Mass of the Fluid Striking the Plate is given

Go

Created Specific Gravity when Work Done by the Jet on the Plate per Second is given

Go

Created Specific weight when Dynamic Thrust Exerted by the Jet is given

Go

Created Specific weight when Mass of the Fluid Striking the Plate is given

Go

Created Specific Weight when Work Done by the Jet on the Plate per Second is given

Go

Created Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given

Go

Created Velocity of Jet(u) when Mass of the Fluid Striking the Plate is given

Go

Created Work Done by the Jet on the Plate per Second

Go

Created Flexural Rigidity when Deflection Due to Prestressing for a doubly Harped Tendon is given

Go

Created Flexural Rigidity when Deflection Due to Prestressing for a Parabolic Tendon is given

Go

Created Flexural Rigidity when Deflection Due to Prestressing for a Singly Harped Tendon is given

Go

Verified Thickness of Steel when Equivalent width of flitched beam is Given

Go

2 More Flitched Beam Calculators

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Created Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity Considered is given

Go

Created Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given

Go

Created Acceleration Due to Gravity(g) when Discharge (Q) Passing Over the Weir is given

Go

Created Acceleration due to Gravity(g) when Discharge Over the Weir(Q) is given

Go

Created Bazins Formula for Discharge if the Velocity is Considered

Go

Created Bazins Formula for Discharge if the Velocity is not Considered

Go

Created Coefficient (m) for Bazins Formula

Go

Created Coefficient (m) when Bazins Formula for Discharge if the Velocity is not Considered is given

Go

Created Coefficient (m1) for Bazins Formula if velocity is considered

Go

Created Coefficient (M1) when Bazins Formula for Discharge if the Velocity is Considered is given

Go

Created Coefficient of Discharge (Cd) when Discharge (Q) Passing Over the Weir is given

Go

Created Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity Considered is given

Go

Created Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity not Considered is given

Go

Created Coefficient of Discharge(Cd) when Discharge Over the Weir(Q) is given

Go

Created Depth of Flow of Water in the Channel (H+Z) when Velocity Approach (Va) is given

Go

Created Francis Formula for the Discharge (Q) for Rectangular Notch if the Velocity is Considered

Go

Created Francis Formula for the Discharge (Q) for rectangular notch if the Velocity not Considered

Go

Created Rehbocks Formula for Coefficient of Discharge

Go

Created Rehbocks Formula for Discharge Over Rectangular Weir

Go

Created Velocity Approach (Va)

Go

Created Width of the Channel (B) when Velocity Approach (Va) is given

Go

Created Additional Head (ha) when Discharge (Q) for Cipolletti Weir if Velocity is Considered is given

Go

Created Coefficient of Discharge when Discharge(Q) for Cipolletti Weir is given

Go

Created Discharge Over a Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch

Go

Created Discharge(Q) for Cipolletti Weir

Go

Created Discharge(Q) for Cipolletti Weir if Velocity is Considered

Go

Created Discharge(Q) over a Cipolletti Weir by Francis, cipolletti

Go

Created Discharge(Q) over a Trapezoidal Notch

Go

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

Go

Created Head1 when Discharge(Q) for Cipolletti Weir if Velocity is Considered is given

Go

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

Go

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

Go

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

Go

Created Coefficient of Discharge when Discharge (Q) for Triangular Weir if Velocity is Considered is given

Go

Created Discharge (Q) for the Entire Triangular Weir

Go

Created Discharge (Q) for the Triangular Weir if Angle is 90

Go

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

Go

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

Go

Verified Drawdown with respect to Water Depth

Go

16 More Flushing/Circulation Processes and Vessel Interactions Calculators

Go

Created Maximum Moment for Symmetrical Concrete Wall Footing

Go

Created Tensile Bending Stress at Bottom when Footing is Deep

Go

Created Uniform Pressure on Soil when Maximum Moment is Given

Go

Verified Acceleration of Fluid when Sum of Total Forces influencing Motion of Fluid is Given

Go

Verified Mass of Fluid when Sum of Total Forces influencing Motion of Fluid is Given

Go

Verified Turbulent Force when Sum of Total Forces influencing Motion of Fluid is Given

Go

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

Go

Verified Average Current Speed when Form Drag of a Vessel is known

Go

5 More Form Drag Calculators

Go

Verified Natural Free Oscillation Period

Go

Verified Natural Free Oscillation Period for Closed Basins

Go

Verified Water Depth for known Natural Free Oscillation Period

Go

4 More Free Oscillation Period Calculators

Go

Verified Dimensionless Parameter function of the hydraulic Radius and Manning’s Roughness Coefficient

Go

Verified Hydraulic Radius for known Dimensionless parameter

Go

Verified Manning’s roughness coefficient n for known Dimensionless parameter

Go

Verified Friction Factor when Shear Stress with density is Given

Go

5 More Friction Factor Calculators

Go

Verified Froude Scaling

Go

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

Go

Verified Scale Factor for Length when Scale Factor for Time is given

Go

Verified Scale Factor for Time

Go

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

Go

Verified Population at Origin when Air Trips in Year y for the Stated Purpose under Leisure Category

Go

12 More Generation-Distribution Models Calculators

Go

Verified Hydraulic Radius or Hydraulic Mean Depth

Go

Verified Top Width when Hydraulic Depth is Given

Go

4 More Geometrical Properties of Channel Section Calculators

Go

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

Go

10 More Gradients Calculators

Go

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

Go

21 More Gradually Varied Flow Calculators

Go

Verified Density of Water when Water Pressure in the gravity dam is Given

Go

Verified Eccentricity when Vertical Normal Stress at downstream face is Given

Go

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

Go

4 More Gravity Dams Calculators

Go

Verified Rainfall Intensity when Kinetic Energy of the Storm is Known

Go

22 More Groundwater Level Fluctuation and Specific Yield Method Calculators

Go

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

Go

19 More Hagen–Poiseuille Equation Calculators

Go

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

Go

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

Go

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

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

Go

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

Go

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

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Verified Area of Issuing Jet when Work Done by the Jet on Ship is Given

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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

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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

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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

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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

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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

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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

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Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 90

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Created Force Exerted by the Jet in the Direction of Flow of Jet

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Created Force Exerted by the jet with relative velocity

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Created Kinetic Energy of Jet per Second

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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

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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

Go

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

Go

Verified Takeoff Distance when Takeoff Run is Given

Go

Verified Takeoff Run

Go

Verified Number of Connectors in Bridges

Go

17 More Number of Connectors in Bridges Calculators

Go

Created Actual area of effective concrete flange when total horizontal shear is given

Go

Created Area of steel beam when Total horizontal shear Vh is given

Go

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

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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

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Verified Number of Nodes along the Long Basin axis for Closed Basins

Go

1 More Open and Closed Basins Calculators

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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

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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

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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)

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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

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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

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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

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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

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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)

Go

Created Capacity Spectrum

Go

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

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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

Go

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

Go

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

Go

Created Length of Prism when Total Pressure by the Volume of Prism is given

Go

Created Pressure Intensity (p2) for bottom Edge of the Plane Surface

Go

Created Pressure Intensity for Top Edge of the Plane Surface

Go

Created Specific Weight (w2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given

Go

Created Specific Weight when Pressure Intensity for Top Edge of the Plane Surface is given

Go

Created Specific Weight when Total Pressure by the Volume of Prism is given

Go

Created Total Pressure by the Volume of Prism

Go

Created Verical Depth (h1) when Pressure Intensity for Top Edge of the Plane Surface is given

Go

Created Verical Depth (h2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given

Go

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

Go

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

Go

Verified Pressure Response Factor at the bottom

Go

Verified Pressure when Height of Surface Waves based on Subsurface Measurements is Given

Go

Verified Wavelength when Pressure Response Factor at the bottom is Given

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4 More Pressure Reference Factor Calculators

Go

Verified Bending Moment when Equivalent Force is Given

Go

Verified Bending stress when Moment is Given

Go

Verified Diameter when Bending stress with Moment is Given

Go

Verified Diameter when Equivalent Force is Given

Go

Verified Diameter when Equivalent Shear Force is Given

Go

Verified Equivalent Shear Force

Go

Verified Polar Moment of Inertia when Shear Stress is Given

Go

Verified Radius when Shear Stress is Given

Go

Verified Torsion when Equivalent Shear Force is Given

Go

Verified Torsion when Shear Stress is Given

Go

4 More Principal Stress Calculators

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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

Go

Verified Atmospheric Pressure when a value of thousand is substracted from the density values

Go

Verified Density for known Atmospheric Pressure whose value of thousand is reduced from density value

Go

Verified Salinity when Atmospheric Pressure is given

Go

Created Acceleration Due to Gravity when Constant(k) for Rectangular Shaped Aperture weir is given

Go

Created Coefficient of Discharge when Constant(k) for Rectangular Shaped Aperture weir is given

Go

Created Constant(k) for Rectangular Shaped Aperture weir

Go

Created Constant(k) when Discharge Through the Small Rectangular Shaped Aperture weir is given

Go

Created Discharge Through the Small Rectangular Shaped Aperture weir

Go

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

Go

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

Go

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

Go

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)

Go

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

Go

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

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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

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

Go

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

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

List of Calculators by M Naveen