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 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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2 More Normal Stress in Bi-Axial Loading Calculators

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Verified Angle of the oblique plane when member is subjected to axial loading

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4 More Normal Stress of members Subjected to Axial Load Calculators

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Verified Pressure Gradient when Shear Stress Distribution Profile is Given

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5 More Pressure Gradient Calculators

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Verified Velocity of Piston for Shear Force Resisting the Motion of Piston

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Verified Velocity of Pistons for Pressure Drop over the Length of Piston

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4 More Velocity of Piston Calculators

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Verified Angle wave orthogonal makes with current in Non-propagated Wave Values of F on the forbidden region

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Verified Channel depth in non propagated wave values

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Verified Channel depth in non-propagated wave values of F in forbidden region

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Verified Channel velocity in non-propagated wave values of F in forbidden region

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Verified Effect of Current on Wave Height

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Verified Inlet Current Wave Height Factor

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Verified Non propagated wave values in forbidden region boundary line

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Verified Non propagated wave values in forbidden region of the boundary line

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Verified Wave Height entering Inlet

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Verified Wave period in non propagated wave values

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Verified Distance to Accelerate and Stop when Full Strength Pavement Distance is Given

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Verified Field length or total amount of runway needed

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Verified Full Strength Pavement Distance for Aborted Takeoff

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Verified Full Strength Pavement Distance 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 destination city when travel by air passengers between cities is given

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Verified Population of origin city when travel by air passengers between cities 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 for drag force to the vehicle body

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Verified Aircraft gross wing area for lifting force provided by the wing body of vehicle

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Verified Desired Take off Weight

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Verified Drag Coefficient Wing Area for Drag Force to the Vehicle Body

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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 for lifting force provided by wing body of vehicle

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Verified Lifting force provided by the wing body of 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 Mach number

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Verified Takeoff Distance for demonstrated Distance to Clear 11m or 35 ft obstacle

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Verified True Mach Number

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Verified True Mach number when true aircraft speed

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Verified Vehicle speed for drag force to the vehicle body

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Verified Vehicle speed for lifting force provided by wing body of vehicle

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2 More Aircraft Runway Length Estimation Calculators

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Verified Moment Gradient Factor in terms of Smaller and Larger Beam End Moment

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2 More Allowable Stress Design for Bridge Beams Calculators

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Verified Shear Buckling Coefficient given Allowable Shear stress for Flexural Members in Bridges

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2 More Allowable Stress Design for Shear in Bridges Calculators

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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 compressive thrust is given

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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 stress with factor of safety two

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Created Flexibilty factor limits

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Created Metal thickness given flexibility factor

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Created Required wall area of width when allowable stress is given

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Created The ultimate wall stress

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Created The ultimate wall stress given given ratio of pipe diameter to radius of gyration is more than 500

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Created The ultimate wall stress given ratio of pipe diameter to radius of gyration

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Created Total load when design pressure is given

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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 fluid for buoyant force submerged in fluid

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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 elevations of full reservoir level and original bed of reservoir

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Verified Incremental Sediment Volume

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Verified Original reservoir area at new zero level

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Verified Sediment Volume between Old Zero and New Zero Bed Level

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Verified Sediment volume to be distributed in reservoir

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Created Amount of hydropower

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Created Effective Head 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 hydropower station when amount of hydropower is given

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Created Efficiency of hydropower station when energy through hydraulic turbines is given

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Created Energy through Hydraulic Turbines

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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 Head when amount of hydropower is given

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Created Head 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 Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement

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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 Prestress at Transfer After Short Term Loss

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Verified Prestress at Transfer After Short Term Loss in Presence of Non-Prestressed Reinforcement

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Verified Stress in Concrete in a Member without Non-Prestressed Reinforcement

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Verified Stress in Concrete in Presence of Non-prestressed Reinforcement

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Verified Attractive Force Potentials per unit Mass for 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 center of earth to center of moon for known attractive force potentials

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Verified Mass of Moon for known attractive force potentials in terms of harmonic polynomial expansion

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Verified Mass of Moon when attractive force potentials per unit mass for Sun is known

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Verified Mass of Sun for known attractive force potentials in terms of harmonic polynomial expansion

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Verified Mass of Sun when attractive force potentials per unit mass for is known

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Verified Mean radius of earth for known attractive force potentials per unit mass for moon

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Verified Mean radius of earth for known attractive force potentials per unit mass for Sun

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Verified Moon's Tide-generating attractive Force Potential

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Verified Tide-generating attractive Force Potential for the Sun

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Created Absolute pressure when absolute temperature is given

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Created Absolute temperature when absolute pressure 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 for known Mass Density

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Created Boyle's Law for known weight density in adiabatic process

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Created Constant for external work done in adiabatic process introducing pressure

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Created Continuity Equation for Compressible Fluids

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Created External work done by gas when total heat supplied is given

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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 Gas constant when absolute pressure is given

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Created Increase in internal energy when total heat supplied to gas is given

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Created Kinetic energy when total energy in compressible fluids is given

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Created Mass density when absolute pressure is given

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Created Molecular energy when total energy in compressible fluids is given

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Created Potential energy when total energy in compressible fluids is given

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Created Pressure energy when total energy in compressible fluids is given

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Created Pressure for external work done by gas in adiabatic process

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Created Pressure for external work done by gas in adiabatic process introducing pressure

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Created Pressure when Constant is given

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Created Specific volume for external work done in adiabatic process introducing pressure

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Created Total Energy in compressible fluids

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Created Total heat supplied to gas

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Verified Superelevation due to varying Entrance Channel Cross Section

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Verified Tidal Amplitude in Ocean

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2 More Bay Superelevation Calculators

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Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams

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11 More Beams Calculators

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Created Beam depth for extreme fiber stress for a rectangular timber beam

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Created Beam depth given horizontal shearing stress

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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 given Height and Breadth of Section

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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 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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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 over broad crested weir

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Created Additional head when head for broad crested weir is given

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Created Coefficient of discharge if velocity is considered for discharge over crested weir

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Created Coefficient of discharge when actual discharge over broad crested weir is given

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Created Coefficient of discharge when discharge of weir if critical depth is constant is given

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Created Critical Depth due to reduction in area of flow section when total head is given

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Created Discharge of broad crested weir if critical depth is constant

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Created Discharge over broad crested weir

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Created Discharge over broad crested weir if coefficient of discharge is considered

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Created Head for broad crested weir

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Created Head if velocity is considered for discharge over broad crested weir

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Created Head on upstream when head for broad crested weir is given

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Created Length of crest given discharge over weir

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Created Length of crest if critical depth is constant for discharge of weir

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Created Length of crest if velocity is considered for discharge over broad crested weir

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Created Length of crest when actual discharge over broad crested weir is given

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Created Total Head above weir crest

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Created Total Head for actual discharge over broad crested weir

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Created Total head for constant critical depth

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Created Total Head given discharge over weir crest

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Created Velocity of Flow for known head

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Created Buoyancy force when volume of vertical prism is given

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Created Buoyant Force on Entire Submerged Body

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Created Buoyant force on vertical prism

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Created Buoyant Force When 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 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 Average Strain at the Selected Level when Crack Width is given

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Created Center to center spacing when shortest distance is given

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Created Crack Width on the Surface of the Section

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Created Depth of the Neutral Axis when Crack Width is given

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Created Diameter of longitudinal bar when shortest distance is given

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Created Effective cover when shortest distance is given

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Created Minimum Clear Cover when Crack Width is given

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Created Shortest Distance from the Selected Level on the Surface to aLongitudinal Bar

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Created Total Depth of the Member when Crack Width is given

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Verified Counterfort Shear Unit Stress on a Horizontal Section

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Created Shear Force on 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 given Kinematic Viscosity

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Verified Diameter of Pipe when Dynamic Viscosity with time is Given

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Verified Length of Pipe given Kinematic Viscosity

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Verified Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given

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Verified Time Required given Kinematic Viscosity

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12 More Capillary Tube Viscometer Calculators

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Created Carbon Content

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Created Carbon equivalent of structural steel

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Created Chromiun Content 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 Approximate Chord offset for chord of length

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Created Central angle for portion of curve approximate for chord definition

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Created Central angle for portion of curve exact for arc definition

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Created Central angle of curve for given length of curve

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Created Central angle of curve for given length of long chord

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Created Central Angle of Curve for given Tangent Distance

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Created Degree of curve for given length of curve

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Created Degree of curve for given radius of curve

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Created Degree of curve when central angle for portion of curve

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Created Degree of curve when radius of curve is established

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Created Exact length of curve

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Created Exact tangent distance

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Created External distance

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Created Length of curve in terms of central angle for portion of curve

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Created Length of curve or chord by central angle in terms of central angle for portion of curve

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Created Length of curve or chord by central angle when tangent offset for chord of length is given

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Created Length of curve or chord determined by central angle when chord offset for chord of length is given

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Created Length of long chord

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Created Tangent offset for chord of length

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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 given Discharge through Channels

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Verified Depth of flow in most efficient channel for maximum discharge

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Verified Depth of flow in most Efficient Channel in circular channel

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Verified Diameter of Section 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

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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 tapered rod with uniform cross section

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Verified Length of Circular Tapering rod

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5 More Circular Tapering Rod Calculators

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Verified Vorticity of fluid flows

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2 More Circulation and Vorticity Calculators

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Verified Complete elliptic integral of second kind

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Verified Distance from 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 for complete elliptic integral of first kind

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10 More Cnoidal Wave Theory Calculators

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Verified Radius of Inner Cylinder 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 given longitudinal shear stress

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Verified Unit Weight of Material for known Wind Pressure

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2 More Columns Calculators

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Verified Moment of Inertia given Moment of Resistance, stress induced and Distance from extreme fiber

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Verified Moment of Inertia given Young's Modulus, Moment of Resistance and Radius

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Verified Young's Modulus given Distance from extreme fiber along with Radius and stress induced

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18 More Combined Axial and Bending Loads Calculators

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Verified Angle 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 Normal stress when complementary shear stresses are induced

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Verified Shear stress along oblique place when complementary shear stresses are induced

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Verified Shear stress due to the induced complementary shear stresses and normal stress

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3 More Complementary Induced Stress Calculators

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Created Allowable stress in 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 in terms of allowable stress in flange

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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 aquifer when coefficient of storage for 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 aquifer is given

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Verified Proportionality constant when specific capacity per unit well area of 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 35 ft obstacle for known takeoff run

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Verified Distance to clear 35 ft obstacle for clearway distance for continued takeoff

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Verified Field length or the 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 for Discharge through Section for Steady Incompressible Fluid

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4 More Continuity Equation Calculators

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Created Equation for Crack Control Specific Limits

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Created Stress Calculated in Crack Control

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Verified Critical Depth at Different Discharges

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Verified Critical Depth given Maximum Discharge

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Verified Critical Depth when Depth of Parabolic Channel 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 given Maximum Discharge

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Verified Critical Velocity when Discharge is Given

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5 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 given Pressure Intensity at radial distance from axis

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4 More Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. Calculators

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Verified Centripetal acceleration exerted on liquid mass at radial distance from axis

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Verified Constant Angular Velocity 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 for Pressure at any point with origin at free surface

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Verified Radial Distance when Centripetal acceleration from axis is Given

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Verified Vertical depth 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 for Vertical Upward Force on Piston

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Verified Length of Piston when Shear Force Resisting the Motion of 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 Self Weight when Short Term Deflection at Transfer is given

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Created Short Term Deflection at Transfer

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

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Created Deflection Due to Prestressing for a Parabolic Tendon

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Created Deflection Due to Prestressing for a Singly Harped Tendon

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Created Deflection due to prestressing force before losses when Short Term Deflection at Transfer

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

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

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

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Created Length of Span for known Deflection Due to Prestressing for a Parabolic Tendon

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Created Length of Span when Deflection Due to Prestressing for a doubly Harped Tendon is given

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Created Length of Span when Deflection Due to Prestressing for a Singly Harped Tendon is given

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Created Moment of Inertia for Deflection due to prestressing for parabolic tendon

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Created Moment of Inertia for deflection due to prestressing in doubly harped tendon

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Created Moment of Inertia for deflection due to prestressing of singly harped tendon

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Created Uplift Thrust when Deflection Due to Prestressing for a doubly Harped Tendon is given

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Created Uplift Thrust when Deflection Due to Prestressing for a Parabolic Tendon

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Created Uplift Thrust when Deflection Due to Prestressing for a Singly Harped Tendon is given

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Created Young's Modulus given Deflection Due to Prestressing for a Parabolic Tendon

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Created Young's Modulus in terms of Deflection Due to Prestressing for a doubly Harped Tendon

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Created Young's Modulus when Deflection Due to Prestressing for a Singly Harped Tendon is given

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Verified Average harbor depth

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Verified Difference between high and low tide levels when tidal prism of harbor basin is given

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22 More Density Currents in Harbors Calculators

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Verified Density Current Velocity given Density Influence

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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 harbor given density influence

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Verified Time Interval over which the density difference exists when Density Influence is given

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Verified The rough estimation for unit weight of deposit due to Koelzer and Lara

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7 More Density of Sediment Deposits Calculators

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Verified Depth of Parabolic Channel 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

Go

Created Bulking stress For diameters greater than 126.5r/K

Go

Created Dead load pressure when thrust is given

Go

Created Flexibility factor

Go

Created Live load pressure when thrust is given

Go

Created Modulus of elasticity for given flexibility factor

Go

Created Modulus of Elasticity when Bulking Stress for Diameters Greater than 126.5r/K is given

Go

Created Moment of inertia given flexibility factor

Go

Created Pipe diameter for known flexibility factor

Go

Created Pipe diameter when Bulking stress For diameters greater than 126.5r/K is given

Go

Created Pipe diamter when bulking stress is given

Go

Created Radius of gyration given bulking stress

Go

Created Radius of gyration when Bulking stress For diameters greater than 126.5r/K is given

Go

Created Soil Stiffness Factor when Bulking Stress for Diameters Greater than 126.5r/K is given

Go

Created Soil stiffness factor when bulking stress is given

Go

Created Span diameter when thrust is given

Go

Created Thrust of structure

Go

Verified Dynamic Viscosity when Mean Velocity Gradient is Given

Go

Verified Hydraulic Retention Time when Volume of Rapid Mix Basin is Given

Go

Verified Mean Velocity Gradient when Power Requirement is Given

Go

Verified Power Requirement when Mean Velocity Gradient is Given

Go

Verified Required Volume of the Flocculation Basin

Go

Verified Retention Time when Volume of the Flocculation Basin is Given

Go

Verified Volume of Mixing Tank when Mean Velocity Gradient is Given

Go

12 More Design of Rapid Mix Basin and Flocculation Basin Calculators

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Created Allowable Bearing Stress on Projected Area of Fasteners

Go

Created Column Web Depth Clear of Fillets

Go

Created Column Yield Stress when Column Web Depth Clear of Fillets is given

Go

Created Column Yield Stress when Cross sectional area of Column Web Stiffeners is given

Go

Created Column Yield Stress when Thickness of the Column Flange is given

Go

Created Computed Force when Column Web Depth Clear of Fillets is given

Go

Created Computed Force when Column Web Depth Clear of Filletsis given

Go

Created Computed Force when Cross sectional area of Column Web Stiffeners is given

Go

Created Computed Force when Thickness of the Column Flange is given

Go

Created Cross sectional area of Column Web Stiffeners

Go

Created Distance Between Outer Face of Column Flange and Web Toe when Cross sectional area is given

Go

Created Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given

Go

Created Tensile Strength of the Connected Part when Allowable Bearing Stress is given

Go

Created Thickness of Column Web when Column Web Depth Clear of Fillets is given

Go

Created Thickness of Column Web when Cross sectional area of Column Web Stiffeners

Go

Created Thickness of Flange when Cross sectional area of Column Web Stiffeners is given

Go

Created Thickness of the Column Flange

Go

Created Angle Made by the Pendulum

Go

Created Distance Moved by Pendulum on the Horizontal scale

Go

Created Length of Plumb Line

Go

Created Area of Bar when Basic Development Length is Given

Go

Created Bar Steel Yield Strength when Basic Development Length for 14mm Diameter Bars is Given

Go

Created Bar Steel Yield Strength when Basic Development Length for 18mm Diameter Bars is Given

Go

Created Bar Steel Yield Strength when Basic Development Length is Given

Go

Created Basic Development Length for 14mm Diameter Bars

Go

Created Basic Development Length for 18mm Diameter Bars

Go

Created Basic Development Length for Bars and Wire in Tension

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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

Go

Verified Scale Factor for Kinematic Viscosity when Scale Factor for Time and Length is given

Go

Verified Scale Factor for Length when Scale Factor for Acceleration is known

Go

Verified Scale Factor for Length when Scale Factor for Time and Kinematic Viscosity is given

Go

Verified Scale Factor for Time when Scale Factor for Acceleration is known

Go

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 considering approach velocity

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Created Discharge for notch which is to be Calibrated

Go

Created Discharge over weir

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Created Discharge passing over weir

Go

Created Discharge when end contractions is suppressed and velocity is considered

Go

Created Discharge when end contractions is suppressed and velocity is not considered

Go

Created Discharge when velocity approach is given

Go

Created Discharge without considering velocity

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Verified Discharge when Critical Depth is Given

Go

Verified Discharge when Flow Area of Throat is Given

Go

Verified Maximum Discharge given Width of Throat

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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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9 More Disposing of storm water Calculators

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Verified Column slenderness ratio for Critical Buckling Load

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Verified Critical Buckling Load

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Verified Material elastic modulus for Critical Buckling Load

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5 More Drill String Buckling Calculators

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Verified Dynamic Viscosity when Pressure Difference is Given

Go

5 More Dynamic Viscosity Calculators

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Verified Fetch when Setup above Pool level through Zuider Zee formula is Given

Go

Verified Hydraulic Gradient Given the Seepage Discharge in an Earth Dam

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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 surface when velocity detail of current profile in three dimensions is known

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Verified Velocity in current profile in three dimensions by introducing polar coordinates

Go

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

Go

Created Error in Computed Discharge when Error in Head for a Triangular Weir is given

Go

Created Error in Head for a Rectangular Weir

Go

Created Error in Head for a Triangular Weir

Go

Verified Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given

Go

5 More Elastic Modulus of Rock Calculators

Go

Verified Coefficient of Discharge of Elbow Meter when Discharge is Given

Go

3 More Elbow Meter Calculators

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Verified Length of Bar given Elongation of Tapering Bar due to Self Weight

Go

Verified Load on Rod when Extension of Circular Tapering Rod for a particular section is Given

Go

12 More Elongation of Tapering Bar due to Self Weight Calculators

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Verified Difference in Elevations and Original bed of Reservoir given New Total Depth of Reservoir

Go

Verified Difference in elevations of full reservoir level and original bed of the reservoir

Go

Verified Difference in the elevations of full reservoir level and original bed of reservoir

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Verified Height above Reservoir Bed given Relative Depth

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Verified Height up to which Sediment completely fills up given new Relative Depth

Go

Verified New total depth of reservoir

Go

Verified Relative area for Reservoir Type I Lake

Go

Verified Relative area for Reservoir Type II Flood Plain, Foot Hill Region

Go

Verified Relative area for Reservoir Type III Hilly Region

Go

Verified Relative area for Reservoir Type IV Gorge

Go

Verified Relative Area when Soil Erodibility Factor is Known

Go

Verified Relative Depth at New Zero Elevation

Go

Verified Sediment area at any height above the datum

Go

Verified Soil Erodibility Factor

Go

Verified Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method

Go

Verified Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method

Go

Verified Volume of Sediment Deposition given Incremental Area

Go

Verified Volume of sediment to be distributed

Go

Verified Energy Dissipation Rate by Battjes and Janssen

Go

Verified Energy Dissipation Rate per unit Surface Area due to Wave Breaking

Go

Verified Energy Flux associated with Stable Wave Height

Go

Verified Maximum wave height based on Miche criterion

Go

Verified Maximum Wave Height for known Energy Dissipation Rate

Go

Verified Mean Wave Frequency for known Energy Dissipation Rate

Go

Verified Percentage of Waves Breaking for known Energy Dissipation Rate

Go

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

Go

Verified Wavelength for known Maximum Wave Height based on Miche criterion

Go

1 More Energy Flux Method Calculators

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Verified Air Temperature for known Air-Sea Temperature Difference

Go

Verified Air-Sea Temperature Difference

Go

Verified Water Temperature for known Air-Sea Temperature Difference

Go

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

Go

7 More Euler's Equation of Motion Calculators

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Created Area of non prestressed reinforcement when tension force is given

Go

Created Area of non-prestressing reinforcement when average strain is given

Go

Created Area of prestressing steel when tension force is given

Go

Created Average Strain Under Tension

Go

Created Compression force for prestressed section

Go

Created Couple Force of the Cross Section

Go

Created Depth of neutral axis when couple force of cross section is given

Go

Created Distance from compression face to crack width when average strain is given

Go

Created Effective Depth of the Longitudinal Reinforcement when Average Strain is given

Go

Created Height of crack width at soffit when average strain is given

Go

Created Modulus of elasticity of concrete when couple force of cross-section is given

Go

Created Modulus of elasticity of non prestressed steel when tension force 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 when compression force is given

Go

Created Strain at selected Level when average strain under tension is given

Go

Created Strain in longitudinal reinforcement when tension force is given

Go

Created Strain in prestressed steel when tension force is given

Go

Created Strain when couple force of cross section is given

Go

Created Tension force for prestressed section

Go

Created Width of section when couple force of cross section is given

Go

Created Width of the rectangular zone for known average strain

Go

Created Cross sectional area of jet for given dynamic thrust normal to direction of jet

Go

Created Cross sectional area of jet for given dynamic thrust parallel to direction of jet

Go

Created Cross Sectional Area of Jet for given Thrust Exerted in Direction of Normal to Plate

Go

Created Discharge Flowing by Jet

Go

Created Discharge flowing in direction normal to plate

Go

Created Discharge flowing in direction parallel to plate

Go

Created Dynamic thrust normal to direction of jet

Go

Created Dynamic thrust parallel to direction of jet

Go

Created Specific gravity for dynamic thrust parallel to direction of jet

Go

Created Specific Gravity in terms of Dynamic Thrust Exerted in Direction of Normal to Plate

Go

Created Specific Gravity in terms of Thrust Exerted in Direction of Normal to Plate

Go

Created Specific weight in terms of dynamic thrust normal to direction of jet

Go

Created Specific Weight in terms of Thrust Exerted in Direction of Normal to Plate

Go

Created Specific weight when dynamic thrust parallel to direction of jet

Go

Created Thrust Exerted in Direction of Normal to Plate

Go

Created Velocity of fluid in terms of dynamic thrust normal to direction of jet

Go

Created Velocity of fluid in terms of dynamic thrust parallel to direction of jet

Go

Created Velocity of fluid in terms of Thrust Exerted in Direction of Normal to Plate

Go

Created Absolute velocity for dynamic thrust exerted by jet on plate

Go

Created Absolute Velocity for given Normal Thrust Normal to Direction of Jet

Go

Created Absolute Velocity for given Normal Thrust Parallel to Direction of Jet

Go

Created Absolute Velocity for Mass of Fluid Striking the Plate

Go

Created Cross Section Area for Mass of Fluid Striking the Plate

Go

Created Cross Sectional Area for given Dynamic Thrust Exerted by Jet on Plate

Go

Created Cross Sectional Area for given Normal Thrust Normal to Direction of Jet

Go

Created Cross Sectional Area for given Normal Thrust Parallel to Direction of Jet

Go

Created Cross Sectional Area for given Work Done by Jet per Second

Go

Created Dynamic Thrust Exerted by Jet on the Plate

Go

Created Mass of Fluid Striking the Plate

Go

Created Normal Thrust Normal to Direction of Jet

Go

Created Normal Thrust Parallel to Direction of Jet

Go

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

Go

Created Velocity of jet for mass of fluid striking the plate

Go

Created Velocity of Jet in terms of Normal Thrust Normal to Direction of Jet

Go

Created Velocity of Jet in terms of Normal Thrust Parallel to Direction of Jet

Go

Created Work Done by Jet per Second

Go

Created Absolute velocity for mass of fluid striking a plate

Go

Created Absolute Velocity given Thrust Exerted by Jet on Plate

Go

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

Go

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

Go

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

Go

Created Dynamic Thrust Exerted on Plate by Jet

Go

Created Efficiency of the Wheel

Go

Created Mass of Fluid Striking plate

Go

Created Specific Gravity for know Dynamic Thrust Exerted by Jet

Go

Created Specific Gravity for Mass of the Fluid Striking the Plate

Go

Created Specific Gravity for Work Done by Jet on Plate per Second

Go

Created Specific weight for Mass of the Fluid Striking the Plate

Go

Created Specific weight given Dynamic Thrust Exerted by Jet

Go

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

Go

Created Velocity of jet for mass of fluid striking plate

Go

Created Velocity of jet given dynamic thrust exerted by jet on plate

Go

Created Work Done by Jet on Plate per Second

Go

Created Area of Cross Section of Jet for force exerted by stationary Plate on jet

Go

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

Go

Created Force Exerted by Stationary Plate on Jet

Go

Created Mass of the Fluid Striking the Plate

Go

Created Specific Gravity given Force Exerted by stationary plate on jet

Go

Created Specific Gravity given Mass of the Fluid

Go

Created Specific Weight given force exerted by stationary plate on jet

Go

Created Specific Weight given Mass of the Fluid

Go

Created Velocity for force exerted by stationary plate on jet

Go

Created Velocity given Mass of the Fluid

Go

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

Go

2 More Flitched Beam Calculators

Go

Created Bazins Formula for Discharge if Velocity is considered

Go

Created Bazins Formula for Discharge if Velocity is not considered

Go

Created Coefficient for Bazin formula

Go

Created Coefficient for Bazin formula if velocity is considered

Go

Created Coefficient of discharge when discharge if velocity considered is given

Go

Created Coefficient of discharge when discharge if velocity not considered is given

Go

Created Coefficient of discharge when discharge over weir is given

Go

Created Coefficient of discharge when discharge passing over weir is given

Go

Created Coefficient when Bazin formula for discharge if velocity is considered

Go

Created Coefficient when Bazin formula for discharge velocity is not considered

Go

Created Depth of water flow in channel when velocity approach is given

Go

Created Francis formula for discharge for rectangular notch if velocity is considered

Go

Created Francis formula for discharge for rectangular notch if velocity not considered

Go

Created Rehbocks Formula for Coefficient of Discharge

Go

Created Rehbocks Formula for Discharge Over Rectangular Weir

Go

Created Velocity approach

Go

Created Width of channel when velocity approach is given

Go

Created Additional head when discharge for Cipolletti weir considering velocity is given

Go

Created Coefficient of discharge when discharge for Cipolletti weir is given

Go

Created Discharge for Cipolletti weir

Go

Created Discharge for Cipolletti weir if velocity is considered

Go

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

Go

Created Discharge over Cipolletti weir by Francis Cipolletti

Go

Created Discharge over Trapezoidal notch

Go

Created Head when discharge for Cipolletti weir is given

Go

Created Head when discharge for Cipolletti weir is given and if velocity is considered

Go

Created Head when discharge over a Cipolletti weir is given

Go

Created Length of crest when discharge for Cipolletti weir and velocity is considered

Go

Created Length of crest when discharge for Cipolletti weir is given

Go

Created Length of crest when discharge over a Cipolletti weir by Francis, cipolletti is given

Go

Created Length of crest when discharge over Trapezoidal notch is given

Go

Created Rectangular coefficient of discharge when discharge over trapezoidal notch is given

Go

Created Trapezoidal coefficient of discharge when discharge over trapezoidal notch is given

Go

Created Coefficient of discharge for discharge for entire triangular weir

Go

Created Coefficient of discharge when discharge for triangular weir if velocity is considered

Go

Created Coefficient of discharge when discharge for triangular weir when angle is 90

Go

Created Discharge for entire triangular weir

Go

Created Discharge for triangular weir if angle is at 90

Go

Created Discharge for triangular weir if coefficient Discharge is constant

Go

Created Discharge for triangular weir if velocity is considered

Go

Created Head for discharge for entire triangular weir

Go

Created Head when coefficient discharge is constant

Go

Created Head when discharge for triangular weir angle is 90

Go

Verified Direction of Wave Propagation for Froude numbers up to unity

Go

Verified Drawdown with respect to Water Depth

Go

16 More Flushing/Circulation Processes and Vessel Interactions Calculators

Go

Created Maximum Moment for Symmetrical Concrete Wall Footing

Go

Created Tensile Bending Stress at Bottom when Footing is Deep

Go

Created Uniform Pressure on Soil 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

Go

Verified Angle of Current relative to the longitudinal axis of vessel for Form Drag of a Vessel

Go

Verified Average Current Speed for Form Drag of a Vessel

Go

5 More Form Drag Calculators

Go

Verified Natural Free Oscillation Period

Go

Verified Natural Free Oscillation Period for Closed Basins

Go

Verified Water Depth for known Natural Free Oscillation Period

Go

4 More Free Oscillation Period Calculators

Go

Verified Dimensionless parameter function of 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 for Froude Scaling

Go

Verified Inertia or Pressure Forces given Froude Scaling

Go

Verified Length for Froude Scaling

Go

Verified Scale Factor for Length given Scale Factor for Time

Go

Verified Scale Factor for Time

Go

Verified Velocity for Froude Scaling

Go

Verified Air Trips in Year y for the Stated Purpose under Leisure Category

Go

Verified Income for Leisure given Air Trips for the Stated Purpose under Leisure Category

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 given Hydraulic Depth

Go

4 More Geometrical Properties of Channel Section Calculators

Go

Verified Area of Concrete when Non-Prestressed Reinforcements are Used

Go

Verified Area of Non-Prestressed Reinforcement in Partially Prestressed Members

Go

Verified Area of Prestressing Tendons when Non-Prestressed Reinforcements are Used

Go

Verified Transformed Area of Partially Prestressed Members

Go

Verified Distance from center of camber 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 given Froude Number

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 for Vertical Normal Stress at downstream face

Go

Verified Height of section given Water Pressure in gravity dam

Go

Verified Vertical Normal Stress at downstream face

Go

Verified Water Pressure in the gravity dam

Go

4 More Gravity Dams Calculators

Go

Verified Rainfall intensity when kinetic energy of 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 axis for given period of fundamental mode

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 fundamental mode

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 provided

Go

Verified Hoop Stress due to temperature fall

Go

4 More Hoop Stress due to Temperature Fall Calculators

Go

Verified Major horizontal semi axis for shallow water condition

Go

Verified Water depth for major horizontal semi-axis for shallow water condition

Go

Verified Wave height for major horizontal semi-axis for shallow water condition

Go

9 More Horizontal and Vertical Semi-axis of ellipse Calculators

Go

Verified 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 Given the Horizontal Shear Flow

Go

Verified Horizontal Shear Flow

Go

Verified Moment of inertia given horizontal shear flow

Go

2 More Horizontal Shear Flow Calculators

Go

Created Head for known coefficient when Bazin formula and velocity is considered

Go

Created Head for known discharge through notch which is to be calibrated

Go

Created Head over crest for given discharge

Go

Created Head over crest when discharge passing over weir is given

Go

Created Head over crest without considering velocity

Go

Created Head when Bazin formula for discharge if velocity is considered

Go

Created Head when Bazin formula for discharge if velocity is not considered

Go

Created Head when coefficient for Bazin formula 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 for Power obtained from water flow in horsepower

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 given effective tension

Go

Verified Cross section area of steel in pipe when tension on vertical drill string is given

Go

Verified Effective Tension given buoyant force acts in direction opposite to gravity force

Go

Verified Length of pipe hanging in well given effective tension

Go

Verified Length of pipe hanging in well when tension on a vertical drill string is given

Go

Verified Length of pipe hanging in well when vertical force at bottom end of drill string is given

Go

Verified Length of pipe hanging when lower section of drill string length in compression is known

Go

Verified Mass density of drilling mud for lower section of drill string length 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 drill string length in compression

Go

Verified Mass density of steel for tension on vertical drill string

Go

Verified Mass Density of Steel when buoyant force acts in a direction opposite to the gravity force

Go

Verified Tension on a vertical drill string

Go

Verified The lower section of drill string length that is in compression

Go

Verified Vertical force at the bottom end of drill string

Go

Verified Moment of Inertia Given the Maximum Longitudinal Shear Stress in Web for I beam

Go

11 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 Average of highest one tenth of runups

Go

Verified Deepwater surf similarity parameter for known average of highest one tenth of 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

Go

Verified Deepwater wave height for known average of highest one tenth of runups

Go

Verified Deepwater wave height for known average of highest one third of runups

Go

Verified Deepwater Wave Height for known Mean Runup

Go

Verified Deepwater wave height for known runup exceeded by 2 percent of runup crests

Go

Verified Maximum Runup

Go

Verified Mean Runup

Go

Verified Runup exceeded by 2 percent of runup crests

Go

Verified Surf similarity parameter for known average of highest one third of runups

Go

Verified The Average of highest one third of 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

Go

Verified Absolute velocity of issuing jet Given the relative velocity

Go

Verified Absolute velocity of issuing jet when work done by jet on ship is given

Go

Verified Area of Issuing Jet when Weight of Water is Given

Go

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

Go

Verified Kinetic Energy Available with the Water

Go

Verified Specific Weight of Liquid when Weight of Water is Given

Go

Verified Specific Weight of Liquid when Work Done by the Jet on Ship is Given

Go

Verified Velocity of jet relative to motion of ship given weight of water

Go

Verified Velocity of jet relative to motion of ship when kinetic energy is given

Go

Verified Velocity of moving ship given the relative velocity

Go

Verified Velocity of moving ship when work done by jet on ship is given

Go

Verified Weight of Water when Kinetic Energy is Given

Go

Verified Weight of Water when Relative Velocity is Given

Go

Verified Weight of Water when Work Done by the Jet on Ship is Given

Go

8 More Jet Propulsion of Ships Calculators

Go

Created Absolute Velocity for Force Exerted by the Jet in the Direction of Flow of Incoming Jet

Go

Created Absolute Velocity for Mass of Fluid Striking the Vane per Second

Go

Created Area of Cross Section for Force Exerted by Jet in Direction of Flow

Go

Created Area of Cross Section for Force Exerted by the Jet in the Direction of Flow

Go

Created Area of Cross Section for Force Exerted by the Jet with relative velocity

Go

Created Area of Cross Section for Mass of Fluid Striking the moving Vane per Second

Go

Created Area of Cross Section for work done by Jet on vane per second

Go

Created Efficiency of the Jet

Go

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

Go

Created Force Exerted by Jet in direction of Flow of Jet

Go

Created Force Exerted by 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 at 90

Go

Created Force Exerted by the jet with relative velocity

Go

Created Kinetic Energy of Jet per Second

Go

Created Mass of Fluid Striking the Vane per Seconds

Go

Created Maximum Efficiency

Go

Created Velocity of vane for given mass of fluid

Go

Created Velocity of vane for known exerted force by jet

Go

Created Work Done by the Jet on the Vane per Second

Go

Created Work Done per Second in terms of Efficiency of Wheel

Go

Created Cross sectional area for force exerted on plate in direction of flow of jet

Go

Created Force exerted on plate in direction of flow of jet

Go

Created Force exerted on plate in direction of flow of jet when theta is zero

Go

Created Force exerted on plate in direction of flow of the jet

Go

Created Specific gravity for force exerted on plate in direction of flow of jet

Go

Created Specific weight for force exerted on plate in direction of flow of jet

Go

Created Velocity for force exerted on plate in direction of flow of jet

Go

Created Area of Cross Section for Mass of Fluid Striking the Vane per Second

Go

Created Mass of Fluid Striking the Vanes per Second

Go

Created Specific Gravity for Mass of Fluid Striking the Vanes per Second

Go

Created Specific Weight of fluid for Mass of Fluid Striking the Vane per Second

Go

Created Velocity at Inlet for Mass of Fluid Striking the Vane per Second

Go

Created Area of cross section for force exerted by jet on vane in x direction

Go

Created Area of Cross Section for given Force Exerted by Jet on Vane in Y Direction

Go

Created Force exerted by jet on vane in x direction

Go

Created Force Exerted by Jet on Vane in Y-Direction

Go

Created Specific gravity for force exerted by jet on vane in x direction

Go

Created Specific Gravity for force exerted by Jet on Vane in Y direction

Go

Created Specific weight for force exerted by jet on vane in x direction

Go

Created Specific Weight in terms of Force Exerted by Jet on Vane in Y Direction

Go

Created Velocity for force exerted by jet on vane in x direction

Go

Created Velocity in terms of Force Exerted by Jet on Vane in Y Direction

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

Go

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 for Kinetic Energy per unit Length of Wave Crest

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

14 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 for given fall velocity

Go

Verified Diameter of Sphere when Coefficient of Drag 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

Go

Verified Velocity of Sphere when Drag Force is Given

Go

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 given Maximum Shear Stress

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 given Shear Stress

Go

Verified Specific Weight of Liquid given Mean Velocity of flow

Go

Verified Specific Weight of Liquid given Slope of Channel

Go

Verified Specific Weight of Liquid when Bed Shear Stress is Given

Go

Verified Specific Weight of Liquid when Potential Head Drop 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 crest considering velocity

Go

Created Length of crest when discharge and velocity is considered

Go

Created Length of crest when discharge and velocity is not considered

Go

Created Length of crest when discharge passing over weir is given

Go

Created Length of crest when Francis formula discharge and velocity is considered

Go

Created Length of crest when Francis formula discharge and velocity is not considered

Go

Created Length of crest without considering velocity

Go

Created Length of the Crest given Discharge Over the Weir

Go

Created Length when Bazins Formula for Discharge if the Velocity is not Considered is given

Go

Created Length when Bazins formula for discharge if velocity is considered

Go

Verified Length of transition curve given time rate

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 Rate of Change of Radial Acceleration

Go

Verified Time Rate given Length of transition curve

Go

Verified Time Taken when Radial Acceleration is Given

Go

Verified Radian frequency of 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 for Gauge Pressure at any point in liquid

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 for Mass Transport Velocity to second-order

Go

Verified Base of a triangular section given the shear stress at neutral axis

Go

Verified Height of a triangular section when Maximum shear stress is provided

Go

Verified Maximum Shear stress 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 at point in piezometer

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 area

Go

Verified Possible recharge in hard rock area with limestone for known minimum specific yield of 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

Go

Verified Possible recharge in hard rock area with sandstone for minimum specific yield

Go

Verified Possible Recharge in Hard Rock Area with significant Clay Content

Go

Verified Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt

Go

Verified Possible Recharge in Silty Alluvial Area 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 Provided

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 as per ACI 318 Building Code Requirements for Reinforced Concrete

Go

5 More Modulus of Elasticity Calculators

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 in terms of Relative Cost

Go

Created Yield Stress Fy2 in terms of Relative cost for Designing Fabricated Plate Girders

Go

Created Yield Stress Fy2 in terms of Relative Weight

Go

Created Yield Stress Fy2 in terms of Relative Weight for Designing Fabricated Plate Girders

Go

Created Yield stress in terms of relative cost

Go

Created Yield stress in terms of relative weight

Go

Created Yield stress in terms of relative weight for designing fabricated plate girders

Go

Created Yield Stress of Steel1 in terms of Relative Material Cost ratio

Go

Created Yield Stress of Steel2 in terms of Relative Material Cost ratio

Go

Created Yield stress when relative cost for designing fabricated plate girders 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 utility function

Go

Verified Airline service weekly departing flights from airport 2,3 from utility function

Go

12 More Multi-Airport Region Forecast Framework Calculators

Go

Verified Maximum velocity in inlet throat for known total maximum discharge

Go

Verified Ocean tide amplitude for known total maximum discharge for total of all inlets

Go

Verified Surface area of bay or basin for known total maximum discharge

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 for known Kinematic Viscosity

Go

Verified Dynamic viscosity of fluid when fluid filling width between plates 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 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 highest wave as 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 for known Ursell number

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 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

Go

Created Yield Strength in terms of Total Horizontal Shear

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

Created Coefficient of the spillway when discharge over an ogee spillway is given

Go

Created Discharge over an Ogee Spillway

Go

Created Head above crest when discharge over an Ogee Spillway is given

Go

Created Length of spillway when discharge over an Ogee Spillway is given

Go

Verified Basin Length along the axis for Closed Basins

Go

Verified Basin length along the axis in open basin

Go

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

Go

1 More Open and Closed Basins Calculators

Go

Verified Actual Velocity when Theoretical Velocity at Section 2 is Given

Go

Verified Area at Section 2 or at Vena Contracta

Go

Verified Discharge through pipe when Coefficient of Discharge is Given

Go

Verified Theoretical Velocity at Section 1

Go

Verified Theoretical Velocity at Section 2

Go

6 More Orifice Meter Calculators

Go

Verified UDL when Parabolic Equation for the Cable Slope is Given

Go

2 More Parabola Calculators

Go

Verified Length of Cable for UDL on Parabolic Cable is Given

Go

Verified Parabolic Equation for the Cable Slope

Go

Verified Span of Cable for Length of Cable for UDL on Parabolic Cable

Go

9 More Parabolic Cable Tension and Length Calculators

Go

Created Distance from PVC to Lowest Point on a Sag Curve

Go

Created Elevation of lowest point on a sag curve

Go

Created Elevation of point of vertical curvature

Go

Created Elevation of point of vertical intersection

Go

Created Elevation of Point x distant from point of vertical curvature

Go

Created Elevation of PVC when elevation of lowest point on a sag curve is given

Go

Created Grade at Beginning of Curve when Elevation of Point x Distant from PVC is given

Go

Created Length of curve when rate of change of grade is given in parabolic curves

Go

Created Rate of change of grade in parabolic curves

Go

Created Rate of change of grade when distance from PVC to lowest point on a sag curve is given

Go

Verified Area of Parabolic Channel when Width of Parabolic Channel is Given

Go

Verified Flow Area of Throat when Discharge is Given

Go

8 More Parabolic Grit Chamber Calculators

Go

Verified Top Width when Hydraulic Radius is Given

Go

Verified Wetted Area

Go

Verified Wetted Perimeter for parabola

Go

10 More Parabolic Section Calculators

Go

Verified Fetch length given frequency at spectral peak

Go

Verified Fetch Length when Scaling Parameter is given

Go

Verified Frequency at spectral peak

Go

Verified JONSWAP Spectrum for Fetch-limited Seas

Go

Verified Phillip's equilibrium range of spectrum for fully developed sea in deep water

Go

Verified Scaling Parameter

Go

Verified Wind Speed at Elevation 10m above the Sea Surface given Frequency at Spectral Peak

Go

Verified Wind Speed at Elevation 10m above the Sea Surface when Scaling Parameter is given

Go

11 More Parametric Spectrum Models Calculators

Go

Verified Approximate Equation for Offset at Distance x from Mid Point

Go

Verified Exact Equation for Offset at Distance x from Mid Point

Go

Verified Radius when Approximate Equation for Offset is Given

Go

Verified Coefficient of Velocity when Actual Velocity of the flowing Stream is Given

Go

Verified Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given

Go

3 More Pitot Tube Calculators

Go

Verified Depth of submergence of pump

Go

Verified Flow velocity in suction pipe

Go

Verified Hydraulic Loss Coefficient from Suction Pipe entrance to pump

Go

Verified Specific weight of dry sand grain

Go

Verified Specific weight of mixture in suction pipe

Go

Verified Vacuum at the Pump entrance expressed as Head of water

Go

6 More Plain Suction Dredge Calculators

Go

Verified Polymer Feed Rate as Volumetric Flow Rate

Go

5 More Polymer Feed Rate Calculators

Go

Created Atmospheric pressure P according to polytropic process

Go

Created Density According to Polytropic Process

Go

Created Initial Density According to Polytropic Process

Go

Created Initial Pressure according to Polytropic Process

Go

Created Positive Constant

Go

Created Temperature Lapse Rate

Go

Created Capacity Spectrum

Go

Created Collapse Prevention Level

Go

Created Length of Primary Member 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

Created Allowable Bearing Stress in the Local Zone

Go

Created Allowable stress when end zone reinforcement is given

Go

Created Bearing area when allowable bearing stress is given

Go

Created Bearing stress in local zone

Go

Created Bursting Force for Square End Zone

Go

Created Bursting force when end zone reinforcement in each direction is given

Go

Created Cube strength at transfer when allowable bearing stress is given

Go

Created End zone reinforcement along transmission length

Go

Created End zone reinforcement in each direction

Go

Created Length of side of bearing plate when bursting force for square end zone is given

Go

Created Prestress in tendon when bearing stress is given

Go

Created Prestress in tendon when bursting force for square end zone is given

Go

Created Punching Area when Allowable Bearing Stress is given

Go

Created Punching area when bearing stress is given

Go

Created Stress in transverse reinforcement when end zone reinforcement is given

Go

Created Transverse Dimension of the End Zone when Bursting Force for Square End Zone is given

Go

Verified Potential Energy per unit Length of Wave Crest

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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 given Wetted Area of Triangular Channel Section

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Verified Hydraulic Radius of Triangular Channel Section

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Verified Wetted Area of Trapezoidal Channel Section

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Verified Wetted Area of Triangular Channel Section

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Verified Wetted Perimeter of Triangular Channel Section

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3 More Practical Channel Sections Calculators

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Verified Significant Wave Period from Bretschneider Empirical Relationships

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3 More Predicting Waves in Deep Water Calculators

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Created Depth of the Center of Pressure

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Created Length of Prism given Total Pressure by Volume of Prism

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Created Pressure Intensity for bottom Edge of Plane Surface

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Created Pressure intensity for top edge of plane surface

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Created Specific Weight given Pressure Intensity for Bottom Edge of Plane Surface

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Created Specific weight given pressure intensity for top edge of plane surface

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Created Specific Weight given Total Pressure by Volume of Prism

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Created Total Pressure by Volume of Prism

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Created Vertical Depth given Pressure Intensity for Bottom Edge of Plane Surface

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Created Vertical depth given pressure intensity for top edge of plane surface

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Created Vertical depth when total pressure by volume of prism is given

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Created Vertical depth when total pressure by volume of prism is known

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Verified Pressure Gradient when Shear Stress at any Cylindrical Element is Given

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Verified Pressure Gradients when Mean Velocity of Flow is Given

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5 More Pressure Gradient Calculators

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

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Verified Pressure response factor at bottom

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

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Verified Wavelength for Pressure Response Factor at the bottom

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4 More Pressure Reference Factor Calculators

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Created Bond Length for a Prestressed Tendon

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Created Bond length when development length of 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 Development length of section

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Created Effective prestress when bond length for prestressed tendon is given

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Created Moment when end zone reinforcement is given

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Created Nominal Diameter of the Tendon when Bond Length is given

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Created Total depth of section when end zone reinforcement is given

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Created Transmission length when development length of section is given

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Created Ultimate prestress when bond length for prestressed tendon is given

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Verified Bending stress of circular shaft given bending moment

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Verified Diameter of a circular shaft when equivalent bending moment and maximum principal stress is provided

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Verified Diameter of circular shaft given bending stress

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Verified Diameter when Equivalent Shear Force is Given

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Verified Equivalent Bending moment given maximum principal stress

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Verified Equivalent Shear Force

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Verified Torsion when Shear Stress is Given

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5 More Principal Stress Calculators

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Verified Vessel Propeller Drag when Total longitudinal Current Load on a Vessel is known

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6 More Propeller Drag Calculators

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Verified Atmospheric Pressure as a function of Salinity and Temperature

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

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

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Verified Salinity for known Atmospheric Pressure

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Created Coefficient of discharge when constant for rectangular shaped aperture weir is given

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Created Constant for rectangular shaped aperture weir

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Created Constant when discharge through the small rectangular shaped aperture weir is given

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Created Discharge Through the Small Rectangular Shaped Aperture weir

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Created Head when discharge through small rectangular shaped aperture weir is given

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Created Height of aperture when constant for rectangular shaped aperture weir is given

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Created Height of aperture when discharge through small rectangular shaped aperture weir is given

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Created Width of aperture when constant for rectangular shaped aperture weir is given

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Verified Deflection in Quarter Elliptical Spring

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Verified Deflection when Proof Load in Quarter Elliptical Spring is Given

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Verified Length when Deflection in Quarter Elliptical Spring is Given

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Verified Length when Proof Load in Quarter Elliptical Spring is Given

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Verified Load given Deflection in Quarter Elliptical Spring

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Verified Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given

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Verified Number of Plates when Deflection in Quarter Elliptical Spring is Given

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Verified Number of Plates when Proof Load in Quarter Elliptical Spring is Given

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Verified Proof Load in Quarter Elliptical Spring

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Verified Thickness when Proof Load in Quarter Elliptical Spring is Given

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Verified Width when Proof Load in Quarter Elliptical Spring is Given

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9 More Quarter Elliptical Spring Calculators

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Verified Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given

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3 More Radial Thickness of the Element Calculators

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Verified Radius of Curve when Centrifugal Force on vehicle on road without super elevation is Given

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Verified Radius of Curve when Impact Factor on road without super elevation is Given

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5 More Radius of Curve Calculators

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Created Radius of curve

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Created Radius of curve exact for chord

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Created Radius of curve in terms of external distance

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Created Radius of curve in terms of length of long chord

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Created Radius of curve in terms of midordinate

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Created Radius of Curve in terms of Tangent Distance

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Created Radius of curve when chord offset for chord of length is given

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Created Radius of curve when tangent offset for chord of length is given

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Verified Radius of Pipe for Mean Velocity of Flow

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5 More Radius of Pipe Calculators

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Created Radius of the Wheel given Angular Momentum at Inlet

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Created Radius of wheel for tangential velocity at inlet tip of vane

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Created Radius of wheel for tangential velocity at outlet Tip of vane

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Created Radius of wheel given angular momentum at outlet

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Verified Equation for kinetic energy of storm

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Verified Equation for Topographic Factor

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Verified Kinetic energy of storm when rainfall erosion index unit of is given

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Verified Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given

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Verified Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given

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Verified Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given

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Verified Runoff Rate of Rainwater from a bridge during a Rainstorm

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Verified Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given

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3 More Rainwater Accumulation and Drainage on Bridges Calculators

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Verified Depth of Flow when Wetted Perimeter for rectangle is Given

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Verified Hydraulic Radius of open channel

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Verified Width of Section when Perimeter is Given

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9 More Rectangular Section Calculators

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Verified Area of well when discharge from an open well is given

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Verified Discharge from an Open Well under a Depression Head

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Verified Specific Capacity per unit Well Area for Discharge from Open Well

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4 More Recuperation Test Calculators

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Verified Specific Weight of Sphere when Dynamic Viscosity is Given

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4 More Redwood Viscometer Calculators

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Verified Reflection Coefficient in Coastal Structures

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Verified Reflection Coefficient in Coastal Structures with Dolos-armored Breakwaters - monochromatic waves

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Verified Reflection Coefficient in Coastal Structures with Plane Slope-Irregular Waves

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Verified Reflection Coefficient in Coastal Structures with Plane Slope-monochromatic Waves

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Verified Reflection Coefficient in Coastal Structures with Rubble-mound Breakwaters

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Verified Reflection Coefficient in Coastal Structures with Tetrapod-armored Breakwaters - Irregular Waves

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Verified Density of fluid for ratio of inertial forces and viscous forces

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Verified Dynamic Viscosity for Ratio of Inertial Forces and Viscous Force

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Verified Inertial Forces for known kinematic Viscosity

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Verified Inertial Forces using Newton's friction model

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Verified Kinematic Viscosity for Ratio of Inertial Forces and Viscous Force

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Verified Length for Ratio of Inertial Forces and Viscous Forces

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Verified Length when kinematic viscosity and ratio of inertial forces and viscous forces is given

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Verified Velocity when Ratio of Inertial Forces and Viscous Forces using Newton's friction model is given

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Verified Velocity when the Kinematic Viscosity and Ratio of Inertial Forces and Viscous Forces is given

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Verified Viscous Forces using Newton's friction model

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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

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Verified Encounter Probability

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Verified Return Period in terms of Cumulative Probability

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Verified Time Interval associated with each data point for known Return Period

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8 More Return Period and Encounter Probability Calculators

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Verified Rate of Energy Dissipation when Dimensionless Stratification Number is given

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21 More Salinity Variations with Tide Calculators

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Verified Breadth given Rectangular Section Modulus

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Verified Rectangular Section Modulus

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5 More Section Modulus Calculators

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Verified Deepwater wave height for Total Transport

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Verified Refraction Coefficient at Breaker Line when Total Littoral Transport in Breaker Zone is given

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Verified Refraction Coefficient at Breaker Line when Total Littoral Transport in the Breaker Zone is given

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Verified Total littoral transport in entire breaker zone

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Verified Total Littoral Transport in the entire breaker zone

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Verified Total Transport given by Galvin

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Verified Wave Height in Deepwater for Total Littoral Transport in Breaker Zone

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Verified Wave Height in Deepwater when Total Littoral Transport in the entire Breaker Zone is given

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Verified Wave Speed in Deepwater for Total Littoral Transport in Breaker Zone

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Verified Wave Speed in Deepwater for total littoral transport in entire breaker zone

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Verified Fundamental period for reinforced concrete frames

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Verified Fundamental period when seismic response coefficient is given

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Verified Response modification factor

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18 More Seismic Loads Calculators

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Verified Deflection Angle of First Chord

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Verified First Offset when First Chord Length is Given

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Verified Length of First Chord for given Deflection Angle of First Chord

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Verified N-th Offset using Chords Produced

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Verified Second Offset using Chord Lengths

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Verified Allowable Horizontal Shear for Individual Connector for 100,000 cycles

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Verified Allowable Horizontal Shear for welded studs for 100,000 cycles

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Verified Allowable Horizontal Shear for welded studs for 500,000 cycles

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Verified Moment of Inertia of Transformed Section given Horizontal Shear Range

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8 More Shear Range Calculators

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Verified Maximum distance from neutral axis to extreme fiber given the longitudinal shear stress

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3 More Shear Stress Calculators

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Verified Beach Slope when Breaking wave and wave height at breaking point is Given

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Verified Breaking Wave when wave height at Breaking Point is given

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Verified Deepwater Wave Height for Shoaling Coefficient and Refraction Coefficient

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Verified Deepwater Wave Height when Shoaling and Refraction Coefficients are known

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Verified Deepwater Wavelength for Shoaling Coefficient in Shallow Water

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Verified Deepwater Wavelength when Wave Breaking and wave height at breaking point is Given

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Verified Distance between Two Rays at a General Point

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Verified Radian Frequency for Deepwater

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Verified Reduced Shoaling Coefficient in shallow Water

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Verified Refraction Coefficient

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Verified Refraction Coefficient when Relative Change of Wave Height is Given

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Verified Shoaling Coefficient

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Verified Shoaling Coefficient in Shallow Water

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Verified Shoaling Coefficient in terms of Wave Celerity

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Verified The Shoaling Coefficient

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Verified The Shoaling Coefficient in shallow Water

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Verified Water Depth when Reduced Shoaling Coefficient in shallow Water

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Verified Water Depth when Shoaling Coefficient in Shallow Water is given

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Verified Wave Height at Breaking Point when Breaking Wave and Wave Height at breaking point is Given

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Verified Wave Height when Shoaling and Refraction Coefficient is known

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Verified Wave Height when Shoaling Coefficient and Refraction Coefficient is Given

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Verified Wave Length for reduced shoaling coefficient in shallow water

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Verified Retardation of the Vehicle

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Verified Velocity of Vehicle in kmph when Breaking Distance is Given

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15 More Sight Distances Calculators

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Verified Skin Friction Coefficient when Skin Friction of a Vessel is known

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Verified Skin friction of vessel due to flow of water over wetted surface area of vessel

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6 More Skin Friction Calculators

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Verified Duration of Wind in SMB Prediction Method

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Verified Period of significant wave in SMB prediction method

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Verified Wind Speed for known Fetch Parameter in SMB Prediction Method

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Verified Wind Speed when Duration of Wind in SMB Prediction Method is given

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5 More SMB Prediction Method Calculators

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Verified Specific capacity per unit well area of aquifer

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2 More Specific Capacity Calculators

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Verified Datum Height for Total Energy per unit weight of water in the flow section

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Verified Depth of flow given Total Energy per unit weight of water in the flow section

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Verified Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given

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Verified Discharge through Section Considering the Condition of Maximum Discharge

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Verified Mean Velocity of flow for total energy per unit weight of water in the flow section

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Verified Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given

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17 More Specific Energy and Critical Depth Calculators

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Created Fluid Weight for known torque

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Created Specific Gravity for Mass of Fluid Striking Vane per Second

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Created Specific gravity for work done if jet leaves in motion of wheel

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Created Specific Gravity for Work Done if there is no Loss of Energy

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Created Specific Gravity given angular momentum at Inlet

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Created Specific Gravity given Angular Momentum at Outlet

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Created Specific Gravity given Power delivered to the wheel

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Created Specific Gravity given tangential momentum of fluid striking vanes at inlet

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Created Specific Gravity given tangential momentum of fluid striking vanes at outlet

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Created Specific Gravity given Work Done on the Wheel per Second

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Created Specific gravity when work done at vane angle is 90 and velocity is zero

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Created Specific gravity with given torque by fluid

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Created Specific Gravity for Force Exerted by the Jet in the Direction of Flow of Incoming Jet

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Created Specific Gravity for Force Exerted by the Jet with relative velocity

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Created Specific Gravity for Work Done by the Jet on the Vane per Second

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Created Specific Gravity given Force Exerted by the Jet in the Direction of Flow

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Created Specific Gravity of fluid for Mass of Fluid Striking the Vane per Second

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Created Specific Weight for Force Exerted by the Jet in Direction of Flow

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Created Specific Weight for Force Exerted by the Jet in the Direction of Flow of Incoming Jet

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Created Specific Weight for Mass of Fluid Striking the Vanes per Second

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Created Specific Weight given Force Exerted by the Jet with relative velocity

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Created Specific weight when work done by jet on vane per second

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Created Specific Gravity given Mass of Fluid Striking the Plate

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Created Specific Gravity in terms of Dynamic Thrust Exerted by Jet on Plate

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Created Specific Gravity in terms of Normal Thrust Normal to Direction of Jet

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Created Specific Gravity in terms of Normal Thrust Parallel to Direction of Jet

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Created Specific Gravity in terms of Work Done by Jet per Second

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Created Specific Weight for Mass of Fluid Striking the Plate

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Created Specific Weight for Work Done by Jet per Second

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Created Specific Weight in terms of Dynamic Thrust Exerted by Jet on Plate

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Created Specific Weight in terms of Normal Thrust Normal to Direction of Jet

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Created Specific Weight normal Thrust parallel to the Direction of Jet

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Verified Deflection of Square Section Wire Spring

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Verified Load when Deflection of Square Section Wire Spring is Given

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Verified Mean radius when Deflection of Square Section Wire Spring is Given

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Verified Mean Radius when Stiffness of Square Section Wire Spring is Given

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Verified Modulus of Rigidity when Stiffness of spring is Given

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Verified Number of active coils when Deflection of Square Section Wire Spring is Given

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Verified Number of active spring coils when Stiffness of Square Section Wire Spring is Given

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Verified Number of coils when Deflection of Square Section Wire Spring is Given

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Verified Number of spring coils when Stiffness of Square Section Wire Spring is Given

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Verified Springs in Parallel - Load

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Verified Springs in Parallel - Spring Constant

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Verified Springs in series- Deflections

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Verified Springs in series- Spring constants

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Verified Stiffness of Square Section Wire Spring

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Verified Width when Deflection of Square Section Wire Spring is Given

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Verified Width when Stiffness of Square Section Wire Spring is Given

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4 More Spring Calculators

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Verified Stopping sight distance for velocity in meter per second

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Verified Stopping sight distance on a level ground with breaking efficiency n

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Verified Stopping sight distance on an inclined surface with breaking efficiency n

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Verified Stopping sight distance on an upward inclined surface

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2 More SSD Calculators

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Created Restoring Couple when Foating Body in Stable Equilibrium

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Created Righting Couple when Floating Body in Unstable Equilibrium

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Created Weight of Body in terms of Restoring Couple

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Created Weight of Body in terms of Righting Couple

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Verified Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given

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Verified Aircraft Gross Wing Area when Vehicle Stalling Speed is Given

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Verified Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given

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Verified Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given

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Verified Vehicle Speed Under Steady Flight Conditions

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Verified Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given

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Verified Non-dimensional Intrusion or Salt Wedge Length

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7 More Static Salt Wedge Calculators

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Verified Distance of Element from Center line when Head Loss is Given

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Verified Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given

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Verified Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given

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Verified Length of Pipe when Shear Stress at any Cylindrical Element is Given

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Verified Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given

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Verified Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given

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Verified Mean Velocity of FLuid Flow

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Verified Shear Stress at any Cylindrical Element

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Verified Shear Stress at any Cylindrical Element when Head Loss is Given

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Verified Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given

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Verified Viscosity when Mean Velocity of Flow is Given

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8 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators

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Verified Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given

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9 More Steel yield strength Calculators

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Verified Area of Member when Strain Energy Stored by the Member is Given

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Verified Area when the Stress Due to Gradually Applied Load is Given

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Verified Load when Stress Due to Suddenly Applied Load is Given

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Verified Stress generated due to Strain Energy per Unit Volume

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14 More Strain Energy Calculators

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Verified Area at Section 1 of Bars of uniform Strength

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Verified Modulus of Elasticity when Hoop Stress due to temperature fall is given

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Verified Temperature when Temperature Stress for Tapering Rod Section is Given

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List of Calculators by M Naveen