Calculators Created by M Naveen

Verified Deflection given Proof Load on Leaf Spring

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3 More Deflection Calculators

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Verified Dynamic Viscosity given Shear Stress resisting Motion of Piston

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5 More Dynamic Viscosity Calculators

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Verified Mean Velocity of Flow given Pressure Head Drop

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4 More Mean Velocity of Flow Calculators

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Verified Modulus of Elasticity given Proof Load on Leaf Spring

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3 More Modulus of Elasticity Calculators

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Verified Stress along X- Direction with known Shear Stress in Bi-Axial Loading

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Verified Stress along Y- Direction using Shear Stress in Bi-Axial Loading

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2 More Normal Stress in Bi-Axial Loading Calculators

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

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4 More Normal Stress of members Subjected to Axial Load Calculators

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Verified Pressure Gradient given Shear Stress Distribution Profile

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5 More Pressure Gradient Calculators

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Verified Velocity of Piston for Shear Force Resisting Motion of Piston

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Verified Velocity of Pistons for Pressure Drop over Length of Piston

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4 More Velocity of Piston Calculators

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

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Verified Channel depth in non propagated wave values

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

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

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Verified Effect of Current on Wave Height

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Verified Inlet Current Wave Height Factor

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Verified Non propagated wave values in forbidden region boundary line

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Verified Non propagated wave values in forbidden region of boundary line

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Verified Wave Height entering Inlet

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Verified Wave period in non propagated wave values

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Verified Distance to Accelerate and Stop given Full Strength Pavement Distance

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Verified Field length or total amount of runway needed

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Verified Full Strength Pavement Distance for Aborted Takeoff

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Verified Full Strength Pavement Distance given Field Length

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Verified Stopway Distance given Field Length

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Verified Stopway Distance given Full Strength Pavement Distance

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Verified Constant of Proportionality for greater Air Trip Distances

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Verified Constant of Proportionality given Travel by Air Passengers between Cities

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Verified Cost of Travel between i and j given Travel by Air Passengers between Cities

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Verified Distance between i and j given Travel by Air Passengers between Cities i and j

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Verified Population of destination city given travel by air passengers between cities

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Verified Population of origin city given travel by air passengers between cities

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Verified Total Air Trips generated in City i for greater Air Trip Distances

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Verified Total Air Trips generated in City i given Travel by Air Passengers between Cities

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Verified Total Air Trips generated in City j for greater Air Trip Distances

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Verified Total Air Trips generated in City j given Travel by Air Passengers between Cities

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Verified Travel by Air Passengers between Cities i and j for greater Air Trip Distances

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Verified Travel by Air Passengers between Cities i and j given Travel Cost

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1 More Air Trip Distribution Models Calculators

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Verified Aircraft gross wing area for drag force to vehicle body

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

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Verified Aircraft Gross Wing Area given Vehicle Speed under Steady Flight Conditions

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Verified Aircraft Gross Wing Area given Vehicle Stalling Speed

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Verified Drag Coefficient Wing Area for Drag Force to Vehicle Body

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Verified Drag Force to Vehicle Body

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Verified Lift Coefficient given Vehicle Speed under Steady Flight Conditions

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Verified Maximum Attainable Lift Coefficient given Vehicle Stalling Speed

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Verified Vehicle speed for drag force to vehicle body

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Verified Vehicle Speed under Steady Flight Conditions

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Verified Vehicle Stalling Speed given Maximum Attainable Lift Coefficient

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Verified Desired Take off Weight

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Verified Fuel weight to be carried given desired take off weight

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Verified Lift coefficient for lifting force provided by wing body of vehicle

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Verified Lifting force given friction force due to rolling resistance

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Verified Lifting force provided by wing body of vehicle

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Verified Operating empty weight when desired take-off weight is considered

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Verified Payload carried when desired take-off weight is considered

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Verified Speed of sound (Mach number)

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Verified True Mach number when true aircraft speed

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

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1 More Aircraft Runway Length Estimation Calculators

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Verified Moment Gradient Factor given Smaller and Larger Beam End Moment

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2 More Allowable Stress Design for Bridge Beams Calculators

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

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2 More Allowable Stress Design for Shear in Bridges Calculators

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Verified Change in Rate of Flow given Torque Exerted on Fluid

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Verified Radial distance r1 given Torque Exerted on Fluid

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Verified Radial distance r2 given Torque Exerted on Fluid

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Verified Torque Exerted on Fluid

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Verified Velocity at Radial distance r1 given Torque Exerted on Fluid

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Verified Velocity at Radial distance r2 given Torque Exerted on Fluid

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Verified Constant K3 given Deflection Due to Shear on Arch Dam

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Verified Rotation Due to Shear on Arch Dam

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20 More Arch Dams Calculators

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Verified Buoyant Force of body submerged in Fluid

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Verified Mass density of fluid for buoyant force submerged in fluid

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Verified Volume of submerged part of object given buoyant force of body submerged in fluid

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Verified Depth at which Reservoir is Completely filled up

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Verified Incremental Sediment Volume

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Verified Original reservoir area at new zero level

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Verified Sediment Volume between Old Zero and New Zero Bed Level

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Verified Sediment volume to be distributed in reservoir

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Created Amount of hydropower

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Created Effective Head given Amount of Hydropower

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Created Effective Head given Energy through Hydraulic Turbines

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Created Efficiency of hydropower station given amount of hydropower

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Created Efficiency of hydropower station given energy through hydraulic turbines

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Created Energy through Hydraulic Turbines

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Created Head given amount of hydropower

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Created Head given energy through hydraulic turbines

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Created Head Loss given Amount of Hydropower

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Created Head Loss given Energy through Hydraulic Turbines

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Created Period of Flow given Energy through Hydraulic Turbines

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Created Rate of Flow of Water given Amount of Hydropower

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Created Rate of Flow of Water given Energy through Hydraulic Turbines

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

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Verified Area of Concrete given Stress in Concrete in Presence of Non-Prestressed Reinforcement

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Verified Area of Non-Prestressed Reinforcement given Stress in Concrete

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Verified Prestress at Transfer after Short Term Loss

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

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Verified Stress in Concrete in Member without Non-Prestressed Reinforcement

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Verified Stress in Concrete in Presence of Non-prestressed Reinforcement

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Verified Attractive Force Potentials per unit Mass for Moon

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Verified Attractive Force Potentials per unit Mass for Moon given Harmonic Polynomial Expansion

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Verified Attractive Force Potentials per unit Mass for Sun

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Verified Attractive Force Potentials per unit Mass for Sun given Harmonic Polynomial Expansion

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Verified Distance from center of earth to center of moon given attractive force potentials

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Verified Mass of Moon given attractive force potentials per unit mass for Sun

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Verified Mass of Moon given attractive force potentials with harmonic polynomial expansion

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Verified Mass of Sun given attractive force potentials per unit mass for

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Verified Mass of Sun given attractive force potentials with harmonic polynomial expansion

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

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

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Verified Moon's Tide-generating attractive Force Potential

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Verified Tide-generating attractive Force Potential for Sun

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Verified Area at Section 1 of Bars of uniform Strength

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2 More Bar of Uniform Strength Calculators

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Created Absolute pressure given absolute temperature

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Created Absolute temperature given absolute pressure

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Created Boyle's Law According to Adiabatic Process

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Created Boyle's Law According to Isothermal Process

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Created Boyle's Law given Mass Density

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Created Boyle's Law given weight density in adiabatic process

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Created Constant for external work done in adiabatic process introducing pressure

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Created Continuity Equation for Compressible Fluids

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Created External work done by gas given total heat supplied

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Created External Work Done by Gas in Adiabatic Process Introducing Pressure

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Created Gas constant given absolute pressure

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Created Increase in internal energy given total heat supplied to gas

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Created Kinetic energy given total energy in compressible fluids

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Created Mass density given absolute pressure

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Created Molecular energy given total energy in compressible fluids

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Created Potential energy given total energy in compressible fluids

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Created Pressure energy given total energy in compressible fluids

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

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Created Pressure given Constant

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

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Created Total Energy in compressible fluids

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Created Total heat supplied to gas

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Verified Superelevation due to varying Entrance Channel Cross Section

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Verified Tidal Amplitude in Ocean

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2 More Bay Superelevation Calculators

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Created Beam Depth for Extreme Fiber Stress in Rectangular Timber Beam

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Created Beam depth given horizontal shearing stress

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Created Beam Width given Extreme Fiber Stress for Rectangular Timber Beam

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Created Beam Width given Horizontal Shearing Stress

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Created Bending Moment using Extreme Fiber Stress for Rectangular Timber Beam

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Created Extreme Fiber Stress for Rectangular Timber Beam given Section Modulus

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Created Extreme Fiber Stress in Bending for Rectangular Timber Beam

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Created Horizontal Shearing Stress in Rectangular Timber Beam

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Created Section Modulus given Height and Breadth of Section

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Created Total Shear given Horizontal Shearing Stress

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3 More Beams Calculators

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

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11 More Beams Calculators

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Verified Equation for Suspended Sediment Load

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Verified Stream Flow Discharge given Suspended Sediment Load

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1 More Bed Material Load Calculators

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Verified Dead Load Moment given Stress in Steel for Shored Members

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Verified Stress in Steel for Unshored Members

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8 More Bending Stresses Calculators

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Verified Braking distance on inclined surface

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Verified Braking distance on inclined surface with efficiency n

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Verified Breaking Distance given Stopping Sight Distance

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4 More Braking Distance Calculators

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Created Actual discharge over broad crested weir

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Created Additional head given head for broad crested weir

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Created Coefficient of discharge given actual discharge over broad crested weir

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

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

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

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Created Discharge of broad crested weir if critical depth is constant

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Created Discharge over broad crested weir

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

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Created Head for broad crested weir

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

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Created Head on upstream given head for broad crested weir

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Created Length of crest given actual discharge over broad crested weir

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Created Length of crest given discharge over weir

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

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

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Created Total Head above weir crest

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Created Total Head for actual discharge over broad crested weir

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Created Total head for constant critical depth

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Created Total Head given discharge over weir crest

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Created Velocity of Flow given head

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Created Buoyancy force given volume of vertical prism

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Created Buoyant Force on Entire Submerged Body

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Created Buoyant force on vertical prism

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Created Buoyant Force when Body Floats at between two immiscible fluids of specificweights

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Created Cross Sectional Area of Prism given Buoyancy Force

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Created Cross Sectional Area of Prism given Volume of Vertical Prism dV

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Created Pressure Head Difference given Buoyancy Force

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Created Pressure Head Difference given Volume of Vertical Prism dV

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Created Specific Weight pf Fluid given Buoyancy Force

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Created Total Buoyant Force given Volumes of Elementary Prism Submerged in Fluids

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Created Volume of Submerged Body given Buoyant Force on Entire Submerged Body

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Created Volume of Vertical Prism

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Verified Maximum Intensity of Vertical Force in horizontal plane on Buttress Dam

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Verified Minimum Intensity in horizontal plane on Buttress Dam

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10 More Buttress Dams Calculators

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Verified Natural frequency of each Cable

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Verified Span of Cable given Natural Frequency of each Cable

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2 More Cable Systems Calculators

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Created Average Strain at Selected Level given Crack Width

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Created Center to center spacing given shortest distance

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Created Crack Width on Surface of Section

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Created Depth of Neutral Axis given Crack Width

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Created Diameter of longitudinal bar given shortest distance

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Created Effective cover given shortest distance

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Created Minimum Clear Cover given Crack Width

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Created Shortest Distance from Selected Level on Surface to aLongitudinal Bar

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Created Total Depth of Member given Crack Width

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Verified Counterfort Shear Unit Stress on Horizontal Section

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Created Shear Force on Section

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Created Shear Force on Section for Vertical Wall Face

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Verified Cross Sectional Area of Tube using Dynamic Viscosity

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Verified Diameter of Pipe given Kinematic Viscosity

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Verified Diameter of Pipe using Dynamic Viscosity with time

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Verified Length of Pipe given Kinematic Viscosity

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Verified Time of Rise of Level from h1 to h2 using Dynamic Viscosity

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Verified Time Required given Kinematic Viscosity

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12 More Capillary Tube Viscometer Calculators

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Created Carbon Content

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Created Carbon equivalent of structural steel

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Created Chromiun Content given Carbon Equivalent

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Created Copper given Carbon Equivalent

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Created Manganese Content

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Created Molybdenum given Carbon Equivalent

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Created Nickel Content given Carbon Equivalent

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Created Vanadium given Carbon Equivalent

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Verified UDL given Tension at any Point of Simple Cable with UDL

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3 More Catenary Calculators

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Verified Tension at Supports given Catenary Parameter for UDL on Catenary Parabolic Cable

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5 More Catenary Cable Sag and Distance between Supports Calculators

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Verified Centrifugal Force Acting on Vehicle

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Verified Centrifugal Ratio

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Verified Design Speed of Highway

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Verified Design Speed of Railway

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Verified Radius of Curve given Centrifugal Force

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Verified Speed of Vehicle given Centrifugal Force

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Created Approximate Chord offset for chord of length

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Created Central angle for portion of curve approximate for chord definition

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Created Central angle for portion of curve exact for arc definition

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Created Central angle of curve for given length of curve

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Created Central angle of curve for given length of long chord

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Created Central Angle of Curve for given Tangent Distance

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Created Degree of curve for given length of curve

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Created Degree of curve for given radius of curve

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Created Degree of curve when central angle for portion of curve

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Created Exact length of curve

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Created Exact tangent distance

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Created External distance

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Created Length of Curve given Central Angle for portion of Curve

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Created Length of curve or chord by central angle given central angle for portion of curve

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

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

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Created Length of long chord

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Created Radius of curve

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Created Radius of curve exact for chord

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Created Radius of Curve given Chord offset for Chord of Length

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Created Radius of Curve given Length of Long Chord

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Created Radius of Curve given Tangent offset for Chord of Length

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Created Radius of Curve using Degree of Curve

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Created Radius of Curve using External Distance

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Created Radius of Curve using Midordinate

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Created Radius of Curve using Tangent Distance

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Created Tangent offset for chord of length

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Verified Angle of Sector given Wetted Perimeter

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Verified Diameter of Section given Section Factor

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Verified Diameter of Section given Top Width

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Verified Diameter of Section given Wetted Perimeter

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Verified Top Width for circle

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9 More Circular Section Calculators

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Verified Chezy Constant given Discharge through Channels

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Verified Depth of flow in most efficient channel for maximum discharge

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Verified Depth of flow in most Efficient Channel in circular channel

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Verified Diameter of Section given Depth of flow in most Efficient Channel section

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Verified Discharge through Channels

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Verified Hydraulic Radius in most efficient channel for maximum velocity

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Verified Radius of Section given Hydraulic Radius in most efficient channel for maximum velocity

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12 More Circular section Calculators

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Verified Diameter at one end of Circular Tapering rod

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Verified Elongation of Circular Tapering Rod

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Verified Elongation of Prismatic Rod

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Verified Length of Circular tapered rod with uniform cross section

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Verified Length of Circular Tapering rod

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5 More Circular Tapering Rod Calculators

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Verified Vorticity of fluid flows

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2 More Circulation and Vorticity Calculators

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Verified Complete elliptic integral of second kind

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Verified Distance from Bottom to Crest

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Verified Distance from Bottom to Wave Trough

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Verified Free Surface Elevation of Solitary Waves

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Verified Trough to Crest Wave Height

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Verified Wave Height when Free Surface Elevation of Solitary Waves

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Verified Wavelength for complete elliptic integral of first kind

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10 More Cnoidal Wave Theory Calculators

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Verified Radius of Inner Cylinder given Torque exerted on Inner Cylinder

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Verified Radius of Inner Cylinder given Velocity Gradient

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Verified Speed of Outer Cylinder given Dynamic Viscosity of Fluid

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Verified Speed of Outer Cylinder given Torque exerted on Outer Cylinder

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Verified Torque exerted on Inner Cylinder

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Verified Viscometer Constant given Total Torque

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16 More Coaxial Cylinder Viscometers Calculators

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Verified Coefficient of Longitudinal Friction given Breaking Distance

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1 More Coefficient of friction Calculators

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Verified Inlet Hydraulic Radius given Coefficient of Repletion or Filling

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Verified Inlet Length given Coefficient of Repletion or Filling

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Verified Keulegan Repletion Coefficient

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Verified Tidal Period given Coefficient of Repletion or Filling

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7 More Coefficient of Repletion or Filling Calculators

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Verified Longitudinal Shear Stress

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Verified Transverse shear given longitudinal shear stress

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Verified Unit Weight of Material given Wind Pressure

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2 More Columns Calculators

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

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

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

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18 More Combined Axial and Bending Loads Calculators

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Verified Angle given Combined Bending and Torsion Condition

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Verified Angle of twist in Combined Bending and Torsion Condition

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Verified Angle of twist in Combined bending and torsional stress

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4 More Combined Bending and Torsion Condition Calculators

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Verified Normal stress when complementary shear stresses are induced

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

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

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3 More Complementary Induced Stress Calculators

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Created Allowable Stress in Flanges

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Created Dead Load Moment Given Maximum Stress in Bottom Flange

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Created Dead Load Moment given Maximum Unit Stress in Steel

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Created Live Load Moment given Maximum Stress in Bottom Flange

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Created Live Load Moment given Maximum Unit Stress in Steel

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Created Maximum Stress in Bottom Flange

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Created Maximum Unit Stress in Steel

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Created Section Modulus of Steel Beam given Maximum Unit Stress in Steel

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Created Section Modulus of Transformed Composite Section given Maximum Stress in Bottom Flange

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Created Section Modulus of Transformed Composite Section given Maximum Unit Stress in Steel

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Created Yield Strength given Allowable Stress in Flange

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Verified Barometric Efficiency given Compressibility Parameters

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Verified Coefficient of Storage for Unconfined Aquifer

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Verified Saturated thickness of aquifer when coefficient of storage for unconfined aquifer is considered

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1 More Compressibility of Aquifers Calculators

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Verified Area of Channel Section given Conveyance of Channel Section

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Verified Area of Channel Section given Discharge

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Verified Chezy Constant given Conveyance of Channel Section

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Verified Hydraulic Radius of Channel Section given Discharge

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15 More Computation of Uniform Flow Calculators

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Verified Clearway Distance for Continued Takeoff

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Verified Clearway Distance given Field Length under Continued Takeoff

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Verified Clearway Distance given Takeoff Run

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Verified Distance of 35 ft obstacle given takeoff run

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

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Verified Field length or total amount of runway needed under continued takeoff

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Verified Liftoff Distance given Clearway Distance for Continued Takeoff

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Verified Takeoff Run for Continued Takeoff

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Verified Cross Sectional Area at Section 1 for Steady Flow

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Verified Cross Sectional Area at Section given Discharge for Steady Incompressible Fluid

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Verified Mass Density at Section 1 for Steady Flow

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Verified Velocity at Section 1 for Steady Flow

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Verified Velocity at Section for Discharge through Section for Steady Incompressible Fluid

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4 More Continuity Equation Calculators

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Created Equation for Crack Control Specific Limits

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Created Stress Calculated in Crack Control

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Verified Critical Depth at Different Discharges

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Verified Critical Depth given Depth of Parabolic Channel

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Verified Critical Depth given Maximum Discharge

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2 More Critical Depth Calculators

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Verified Critical Depth given Critical Energy for Triangular Channel

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Verified Critical Energy for Triangular Channel

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14 More Critical Flow And Its Computation Calculators

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Verified Critical Velocity given Discharge

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Verified Critical Velocity given Maximum Discharge

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5 More Critical Velocity Calculators

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Verified Liquid Column Height given Pressure Intensity at radial distance from axis

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

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

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Verified Constant Angular Velocity given Centripetal acceleration at radial distance r from axis

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Verified Constant Angular Velocity given Equation of Free Surface of Liquid

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Verified Equation of Free Surface of liquid

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Verified Radial Distance for Pressure at any point with origin at free surface

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Verified Radial Distance given Centripetal Acceleration from Axis

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Verified Vertical Depth given Pressure at any point with Origin at Free Surface

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2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators

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Verified Density of Liquid using Mean Velocity given Shear Stress with Friction Factor

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Verified Length of Pipe given Head Loss due to Frictional Resistance

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Verified Reynolds Number given Friction Factor

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Verified Shear Stress given Friction Factor

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Verified Shear Stress given Friction Factor and Density

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Verified Specific Weight of Liquid given Shear Stress with Friction Factor

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15 More Darcy – Weisbach Equation Calculators

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Verified Diameter of Piston given Shear Force Resisting Motion of Piston

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Verified Diameter of Piston given Shear Stress resisting Motion of Piston

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Verified Length of Piston for Vertical Upward Force on Piston

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Verified Length of Piston given Shear Force Resisting Motion of Piston

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Verified Total Forces

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Verified Vertical Force given Total Force

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17 More Dash - Pot Mechanism Calculators

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Created Deflection due to Self Weight given Short Term Deflection at Transfer

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Created Short Term Deflection at Transfer

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Created Deflection Due to Prestressing for Parabolic Tendon

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Created Deflection Due to Prestressing for Singly Harped Tendon

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

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Created Deflection Due to Prestressing given Doubly Harped Tendon

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

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Created Flexural Rigidity given Deflection Due to Prestressing for Parabolic Tendon

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

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

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Created Length of Span given Deflection Due to Prestressing for Parabolic Tendon

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

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

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

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

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

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

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Created Uplift Thrust when Deflection Due to Prestressing for Parabolic Tendon

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Created Young's Modulus given Deflection Due to Prestressing for doubly Harped Tendon

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

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

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Verified Average harbor depth

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

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21 More Density Currents in Harbors Calculators

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Verified Density Influence

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Verified Filling Current Velocity given Density Influence

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Verified Length of harbor given density influence

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Verified Time Interval over which density difference exists given Density Influence

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

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7 More Density of Sediment Deposits Calculators

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Verified Depth of Parabolic Channel given Critical Depth

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Verified Depth of Parabolic Channel given Width of Parabolic Channel

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2 More Depth of Channel Calculators

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Verified Slope of Streamline

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2 More Description of the Flow Pattern Calculators

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Verified Dynamic Viscosity given Mean Velocity Gradient

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Verified Hydraulic Retention Time given Volume of Rapid Mix Basin

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Verified Mean Velocity Gradient given Power Requirement

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Verified Power Requirement given Mean Velocity Gradient

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Verified Required Volume of Flocculation Basin

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Verified Retention Time given Volume of Flocculation Basin

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Verified Volume of Mixing Tank given Mean Velocity Gradient

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12 More Design of Rapid Mix Basin and Flocculation Basin Calculators

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Created Allowable Bearing Stress on Projected Area of Fasteners

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Created Column Web Depth Clear of Fillets

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Created Column Yield Stress given Column Web Depth Clear of Fillets

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Created Column Yield Stress given Cross sectional Area of Column Web Stiffeners

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Created Column Yield Stress given Thickness of Column Flange

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Created Computed Force given Cross sectional Area of Column Web Stiffeners

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Created Computed Force given Thickness of Column Flange

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Created Computed Force using Column Web Depth Clear of Fillets

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Created Cross sectional area of Column Web Stiffeners

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Created Distance between Outer Face of Column Flange and Web Toe given Cross sectional Area

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Created Stiffener Yield Stress given Cross Sectional Area of Column Web Stiffeners

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Created Tensile Strength of Connected Part using Allowable Bearing Stress

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Created Thickness of Column Flange

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

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

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Created Thickness of Flange given Cross sectional Area of Column Web Stiffeners

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Created Angle Made by Pendulum

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Created Distance Moved by Pendulum on Horizontal scale

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Created Length of Plumb Line

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Created Area of Bar given Basic Development Length

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Created Bar Steel Yield Strength given Basic Development Length

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Created Bar Steel Yield Strength given Basic Development Length for 14mm Diameter Bars

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Created Bar Steel Yield Strength given Basic Development Length for 18mm Diameter Bars

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Created Basic Development Length for 14mm Diameter Bars

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Created Basic Development Length for 18mm Diameter Bars

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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 given Scale Factor for Time and Velocity

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

Go

Verified Scale Factor for Length given Scale Factor for Acceleration

Go

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

Go

Verified Scale Factor for Time given Scale Factor for Acceleration

Go

Verified Scale Factor for Time given Scale Factor for length and Kinematic Viscosity

Go

Verified Scale Factor for Velocity given Scale Factor for Time

Go

6 More Dimensionless Ratios and Scaling Laws Calculators

Go

Created Discharge considering approach velocity

Go

Created Discharge for notch which is to be Calibrated

Go

Created Discharge given velocity approach

Go

Created Discharge over weir

Go

Created Discharge passing over weir

Go

Created Discharge when end contractions is suppressed and velocity is considered

Go

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

Go

Created Discharge without considering velocity

Go

Verified Discharge given Critical Depth

Go

Verified Discharge given Flow Area of Throat

Go

Verified Maximum Discharge given Width of Throat

Go

4 More Discharge in Channel Calculators

Go

Verified Runoff Quantity with Full Gutter Flow

Go

9 More Disposing of storm water Calculators

Go

Verified Column slenderness ratio for Critical Buckling Load

Go

Verified Critical Buckling Load

Go

Verified Material elastic modulus for Critical Buckling Load

Go

5 More Drill String Buckling Calculators

Go

Verified Dynamic Viscosity given Pressure Difference

Go

5 More Dynamic Viscosity Calculators

Go

Verified Hydraulic Gradient Given Seepage Discharge in Earth Dam

Go

Verified Number of equipotential drops of net given Quantity of seepage in length of dam

Go

Verified Quantity of seepage in length of dam under Consideration

Go

Verified Seepage Discharge in Earth Dam

Go

Verified Zuider Zee Formula for Fetch Length given Setup above Pool Level

Go

20 More Earth Dam Calculators

Go

Verified Velocity at surface given velocity detail of current profile in three dimensions

Go

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

Go

13 More Eckman Wind Drift Calculators

Go

Created Error in Computed Discharge given Error in Head for Rectangular Weir

Go

Created Error in Computed Discharge given Error in Head for Triangular Weir

Go

Created Error in Head for Rectangular Weir

Go

Created Error in Head for Triangular Weir

Go

Verified Elastic Modulus of Rock given Deflection Due to Thrust on Arch Dam

Go

5 More Elastic Modulus of Rock Calculators

Go

Verified Coefficient of Discharge of Elbow Meter given Discharge

Go

3 More Elbow Meter Calculators

Go

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

Go

Verified Length of Circular Tapering Rod when deflection due to load

Go

11 More Elongation of Tapering Bar due to Self Weight Calculators

Go

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

Go

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

Go

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

Go

Verified New total depth of reservoir

Go

Verified Relative area for different type classification of reservoir

Go

Verified Relative Area given Soil Erodibility Factor

Go

Verified Relative Depth at New Zero Elevation

Go

Verified Sediment area at any height above datum

Go

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

Go

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

Go

Verified Volume of Sediment Deposition given Incremental Area

Go

Verified Energy Dissipation Rate by Battjes and Janssen

Go

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

Go

Verified Energy Flux associated with Stable Wave Height

Go

Verified Maximum Wave Height given Energy Dissipation Rate

Go

Verified Maximum Wave Height using Miche Criterion

Go

Verified Mean Wave Frequency given Energy Dissipation Rate

Go

Verified Percentage of Waves Breaking given Energy Dissipation Rate

Go

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

Go

Verified Water Depth given Maximum Wave Height by Miche criterion

Go

Verified Water Depth given Stable Wave Height

Go

Verified Wave Number given Maximum Wave Height by Miche Criterion

Go

Verified Wavelength given Maximum Wave Height by Miche Criterion

Go

1 More Energy Flux Method Calculators

Go

Verified Air Temperature given Air-Sea Temperature Difference

Go

Verified Air-Sea Temperature Difference

Go

Verified Water Temperature given Air-Sea Temperature Difference

Go

21 More Estimating Marine and Coastal Winds Calculators

Go

Verified Pressure using Pressure Head for Steady Non Viscous Flow

Go

Verified Velocity Head for Steady Non Viscous Flow

Go

Verified Velocity of Flow given Velocity Head for Steady Non Viscous Flow

Go

7 More Euler's Equation of Motion Calculators

Go

Created Area of non prestressed reinforcement given tension force

Go

Created Area of non-prestressing reinforcement given average strain

Go

Created Area of prestressing steel given tension force

Go

Created Average Strain under Tension

Go

Created Compression force for prestressed section

Go

Created Couple Force of Cross Section

Go

Created Depth of neutral axis given couple force of cross section

Go

Created Distance from compression face to crack width given average strain

Go

Created Effective Depth of Longitudinal Reinforcement Given Average Strain

Go

Created Height of crack width at soffit given average strain

Go

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

Go

Created Modulus of elasticity of non prestressed steel given tension force

Go

Created Modulus of Elasticity of Non-Prestressed given Average Strain under Tension

Go

Created Modulus of elasticity of prestressed steel given compression force

Go

Created Strain at selected Level given average strain under tension

Go

Created Strain given couple force of cross section

Go

Created Strain in longitudinal reinforcement given tension force

Go

Created Strain in prestressed steel given tension force

Go

Created Tension force for prestressed section

Go

Created Width of rectangular zone given average strain

Go

Created Width of section given couple force of cross section

Go

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

Go

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

Go

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

Go

Created Discharge Flowing by Jet

Go

Created Discharge flowing in direction normal to plate

Go

Created Discharge flowing in direction parallel to plate

Go

Created Dynamic thrust normal to direction of jet

Go

Created Force Exerted by Jet in Direction of Flow on Inclined Plane

Go

Created Force Exerted by Jet in Normal Direction to Flow on Inclined Plane

Go

Created Specific gravity for dynamic thrust parallel to direction of jet

Go

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

Go

Created Specific Gravity given Thrust Exerted Normal to Plate

Go

Created Specific weight given dynamic thrust normal to direction of jet

Go

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

Go

Created Specific Weight given Thrust Parallel to Jet

Go

Created Velocity of Fluid given Thrust Exerted Normal to Plate

Go

Created Velocity of Fluid given Thrust Normal to Jet

Go

Created Velocity of Fluid given Thrust Parallel to Jet

Go

Created Absolute velocity for dynamic thrust exerted by jet on plate

Go

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

Go

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

Go

Created Absolute Velocity for Mass of Fluid Striking Plate

Go

Created Cross Section Area for Mass of Fluid Striking Plate

Go

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

Go

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

Go

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

Go

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

Go

Created Dynamic Thrust Exerted by Jet on Plate

Go

Created Normal Thrust Normal to Direction of Jet

Go

Created Normal Thrust Parallel to Direction of Jet

Go

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

Go

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

Go

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

Go

Created Work Done by Jet per Second

Go

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

Go

Created Area of Cross Section of Jet given Mass of Fluid

Go

Created Force Exerted by Stationary Plate on Jet

Go

Created Mass of Fluid Striking Plate

Go

Created Specific Gravity given Force Exerted by stationary plate on jet

Go

Created Specific Gravity given Mass of Fluid

Go

Created Specific Weight given force exerted by stationary plate on jet

Go

Created Specific Weight given Mass of Fluid

Go

Created Velocity for force exerted by stationary plate on jet

Go

Created Velocity given Mass of Fluid

Go

Created Absolute Velocity given Thrust Exerted by Jet on Plate

Go

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

Go

Created Cross Sectional Area given Mass of Fluid Striking Plate

Go

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

Go

Created Dynamic Thrust Exerted on Plate by Jet

Go

Created Efficiency of Wheel

Go

Created Specific Gravity for know Dynamic Thrust Exerted by Jet

Go

Created Specific Gravity for Mass of Fluid Striking Plate

Go

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

Go

Created Specific weight given Dynamic Thrust Exerted by Jet

Go

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

Go

Created Velocity of jet for mass of fluid striking plate

Go

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

Go

Created Work Done by Jet on Plate per Second

Go

Verified Thickness of Steel given Equivalent width of flitched beam

Go

2 More Flitched Beam Calculators

Go

Created Bazins Formula for Discharge if Velocity is considered

Go

Created Bazins Formula for Discharge if Velocity is not considered

Go

Created Coefficient for Bazin formula

Go

Created Coefficient for Bazin formula if velocity is considered

Go

Created Coefficient of discharge given discharge if velocity considered

Go

Created Coefficient of discharge given discharge if velocity not considered

Go

Created Coefficient of discharge given discharge over weir

Go

Created Coefficient of discharge given discharge passing over weir

Go

Created Coefficient when Bazin formula for discharge if velocity is considered

Go

Created Coefficient when Bazin formula for discharge velocity is not considered

Go

Created Depth of water flow in channel given velocity approach

Go

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

Go

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

Go

Created Rehbocks Formula for Coefficient of Discharge

Go

Created Rehbocks Formula for Discharge over Rectangular Weir

Go

Created Velocity approach

Go

Created Width of channel given velocity approach

Go

Created Additional head given discharge for Cipolletti weir considering velocity

Go

Created Coefficient of discharge given discharge for Cipolletti weir

Go

Created Discharge for Cipolletti weir

Go

Created Discharge for Cipolletti weir if velocity is considered

Go

Created Discharge over Cipolletti weir by Francis Cipolletti

Go

Created Discharge over Trapezoidal notch

Go

Created Discharge over Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch

Go

Created Head given discharge for Cipolletti weir

Go

Created Head given Discharge for Cipolletti Weir using Velocity

Go

Created Head given discharge over Cipolletti weir

Go

Created Length of crest given discharge for Cipolletti weir

Go

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

Go

Created Length of crest given discharge over Trapezoidal notch

Go

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

Go

Created Rectangular coefficient of discharge given discharge over trapezoidal notch

Go

Created Trapezoidal coefficient of discharge given discharge over trapezoidal notch

Go

Created Coefficient of discharge for discharge for entire triangular weir

Go

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

Go

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

Go

Created Discharge for entire triangular weir

Go

Created Discharge for triangular weir if angle is at 90

Go

Created Discharge for triangular weir if coefficient Discharge is constant

Go

Created Discharge for triangular weir if velocity is considered

Go

Created Head for discharge for entire triangular weir

Go

Created Head when coefficient discharge is constant

Go

Created Head when discharge for triangular weir angle is 90

Go

Verified Direction of Wave Propagation for Froude numbers up to unity

Go

Verified Drawdown with respect to Water Depth

Go

16 More Flushing/Circulation Processes and Vessel Interactions Calculators

Go

Created Maximum Moment for Symmetrical Concrete Wall Footing

Go

Created Tensile Bending Stress at Bottom when Footing is Deep

Go

Created Uniform Pressure on Soil given Maximum Moment

Go

Verified Acceleration of Fluid given Sum of Total Forces influencing Motion of Fluid

Go

Verified Mass of Fluid given Sum of Total Forces influencing Motion of Fluid

Go

Verified Turbulent Force given Sum of Total Forces influencing Motion of Fluid

Go

6 More Forces Acting on Fluid in Motion Calculators

Go

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

Go

Verified Average Current Speed for Form Drag of Vessel

Go

5 More Form Drag Calculators

Go

Verified Natural Free Oscillation Period

Go

Verified Natural Free Oscillation Period for Closed Basins

Go

Verified Water Depth given Natural Free Oscillation Period

Go

3 More Free Oscillation Period Calculators

Go

Verified Friction Factor given Shear Stress and Density

Go

5 More Friction Factor Calculators

Go

Verified Dimensionless parameter function of hydraulic radius and Manning's roughness coefficient

Go

Verified Hydraulic Radius given Dimensionless parameter

Go

Verified Manning's Roughness Coefficient using Dimensionless Parameter

Go

Verified Froude Scaling

Go

Verified Froude Scaling given Velocity and Length

Go

Verified Gravity Forces for Froude Scaling

Go

Verified Inertia or Pressure Forces given Froude Scaling

Go

Verified Length for Froude Scaling

Go

Verified Scale Factor for Length given Scale Factor for Time

Go

Verified Scale Factor for Time

Go

Verified Velocity for Froude Scaling

Go

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

Go

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

Go

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

Go

5 More Generation-Distribution Models Calculators

Go

Verified Hydraulic Radius or Hydraulic Mean Depth

Go

Verified Top Width given Hydraulic Depth

Go

4 More Geometrical Properties of Channel Section Calculators

Go

Verified Area of Concrete when Non-Prestressed Reinforcements are Used

Go

Verified Area of Non-Prestressed Reinforcement in Partially Prestressed Members

Go

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

Go

Verified Transformed Area of Partially Prestressed Members

Go

Verified Distance from center of camber given Height for Parabolic Shape Camber

Go

Verified Radius of Road given Grade Compensation formula 1

Go

10 More Gradients Calculators

Go

Verified Area of Section given Froude Number

Go

Verified Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel

Go

Verified Total Energy

Go

21 More Gradually Varied Flow Calculators

Go

Verified Density of Water given Water Pressure in gravity dam

Go

Verified Eccentricity for Vertical Normal Stress at downstream face

Go

Verified Height of section given Water Pressure in gravity dam

Go

Verified Vertical Normal Stress at downstream face

Go

Verified Water Pressure in gravity dam

Go

4 More Gravity Dams Calculators

Go

Verified Group Velocity given Wave Power per unit Crest Width

Go

Verified Group Velocity of Waves

Go

Verified Radian Frequency given Wave Propagation

Go

Verified Surface Elevation

Go

Verified Total Energy per unit of Area given Wave Power per unit Crest Width

Go

Verified Wave Power per unit Crest Width

Go

Verified Wave Speed

Go

Verified Wave Speed given Group Velocity

Go

Verified Wavenumber given Wave Speed

Go

Verified Dynamic Viscosity given Pressure Drop over Length of Pipe

Go

Verified Mean Velocity of Flow given Head Loss over Length of Pipe

Go

19 More Hagen–Poiseuille Equation Calculators

Go

Verified Basin length along axis for given period of fundamental mode

Go

Verified Basin Length along axis given Maximum Oscillation Period corresponding to Fundamental Mode

Go

Verified Maximum Oscillation Period corresponding to Fundamental Mode

Go

Verified Period for fundamental mode

Go

Verified Water Depth given Maximum Oscillation Period corresponding to Fundamental Mode

Go

17 More Harbor Oscillations Calculators

Go

Verified Diameter of Tyre given Hoop Stress due to temperature fall

Go

Verified Hoop Stress due to temperature fall

Go

4 More Hoop Stress due to Temperature Fall Calculators

Go

Verified Major horizontal semi axis for shallow water condition

Go

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

Go

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

Go

9 More Horizontal and Vertical Semi-axis of ellipse Calculators

Go

Verified Area Given Horizontal Shear Flow

Go

Verified Horizontal Shear Flow

Go

Verified Moment of inertia given horizontal shear flow

Go

2 More Horizontal Shear Flow Calculators

Go

Created Head given coefficient for Bazin formula

Go

Created Head given Coefficient using Bazin Formula and Velocity

Go

Created Head given discharge through notch which is to be calibrated

Go

Created Head over crest for given discharge

Go

Created Head over crest given discharge passing over weir

Go

Created Head over crest without considering velocity

Go

Created Head when Bazin formula for discharge if velocity is considered

Go

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

Go

Created Head when End Contractions is Suppressed

Go

Verified Conjugate Depth y2 given Froude Number Fr2

Go

Verified Energy loss in Hydraulic Jump

Go

9 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Efficiency of turbine and generator for Power obtained from water flow in horsepower

Go

Verified Total weight of water given potential energy in hydroelectric power generation

Go

17 More Hydroelectric Power Generation Calculators

Go

Verified Coordinate measured downward from top given effective tension

Go

Verified Coordinate measured downward from top given Tension on vertical drill string

Go

Verified Cross section area of steel given effective tension

Go

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

Go

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

Go

Verified Length of pipe hanging given lower section of drill string length in compression

Go

Verified Length of pipe hanging in well given effective tension

Go

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

Go

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

Go

Verified Lower section of drill string length that is in compression

Go

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

Go

Verified Mass Density of drilling mud given vertical force at bottom end of drill string

Go

Verified Mass density of drilling mud when buoyant force acts in direction opposite to gravity force

Go

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

Go

Verified Mass density of steel for tension on vertical drill string

Go

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

Go

Verified Tension on vertical drill string

Go

Verified Vertical force at bottom end of drill string

Go

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

Go

11 More I-Beam Calculators

Go

Verified Bay Tide Amplitude given Inlet channel Water Surface Elevation of Bay

Go

Verified Change of Bay Elevation with time for flow through Inlet into Bay

Go

Verified Duration of Inflow given Inlet channel Water Surface Elevation of Bay

Go

Verified Inlet Channel Velocity

Go

Verified Inlet Channel Water Surface Elevation of Bay

Go

Verified Maximum cross-sectionally averaged Velocity during Tidal Cycle given Inlet Channel Velocity

Go

Verified Phase Lag given Inlet channel Water Surface Elevation of Bay

Go

Verified Surface Area of Bay given Tidal Prism Filling Bay

Go

Verified Tidal Period given Inlet Channel Velocity

Go

Verified Tide Period given Inlet channel Water Surface Elevation of Bay

Go

10 More Inlet Currents and Tidal Elevations Calculators

Go

Verified Darcy - Weisbach Friction term given Inlet Impedance

Go

Verified Entrance Energy Loss Coefficient given Inlet Impedance

Go

Verified Exit Energy Loss Coefficient given Inlet Impedance

Go

Verified Inlet Hydraulic Radius given Inlet Impedance

Go

Verified Inlet Impedance

Go

Verified Inlet Length given Inlet Impedance

Go

Verified Average of highest one tenth of runups

Go

Verified Average of highest one third of runups

Go

Verified Deepwater surf similarity parameter given average of highest one tenth of runups

Go

Verified Deepwater Surf Similarity Parameter given Maximum Runup

Go

Verified Deepwater Surf Similarity Parameter given Mean Runup

Go

Verified Deepwater surf similarity parameter given runup

Go

Verified Deepwater wave height given average of highest one tenth of runups

Go

Verified Deepwater wave height given average of highest one third of runups

Go

Verified Deepwater Wave Height given Mean Runup

Go

Verified Deepwater wave height given runup exceeded by 2 percent of runup crests

Go

Verified Maximum Runup

Go

Verified Mean Runup

Go

Verified Runup exceeded by 2 percent of runup crests

Go

Verified Surf similarity parameter given average of highest one third of runups

Go

Verified Wave Period given long wave simplification for wavelength

Go

1 More Irregular Waves Calculators

Go

Verified Actual Velocity given Force exerted on Tank due to Jet

Go

Verified Coefficient of Velocity given Force exerted on Tank due to Jet

Go

Verified Head over Jet Hole given Force exerted on Tank due to Jet

Go

5 More Jet Propulsion of Orifice Tank Calculators

Go

Verified Absolute Velocity of issuing Jet given Relative Velocity

Go

Verified Absolute Velocity of Issuing Jet using Work done by Jet on Ship

Go

Verified Area of Issuing Jet given Weight of Water

Go

Verified Area of Issuing Jet given Work done by Jet on Ship

Go

Verified Kinetic Energy of Water

Go

Verified Specific Weight of Liquid given Weight of Water

Go

Verified Specific Weight of Liquid given Work done by Jet on Ship

Go

Verified Velocity of Jet relative to Motion of Ship given Kinetic Energy

Go

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

Go

Verified Velocity of Moving Ship given Relative Velocity

Go

Verified Velocity of Moving Ship given Work done by jet on Ship

Go

Verified Weight of Water given Kinetic Energy

Go

Verified Weight of Water given Work done by Jet on Ship

Go

Verified Weight of Water using Relative Velocity

Go

8 More Jet Propulsion of Ships Calculators

Go

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

Go

Created Absolute Velocity for Mass of Fluid Striking Vane per Second

Go

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

Go

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

Go

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

Go

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

Go

Created Efficiency of Jet

Go

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

Go

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

Go

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

Go

Created Force Exerted by Jet in direction of Flow of Jet

Go

Created Force Exerted by jet with relative velocity

Go

Created Kinetic Energy of Jet per Second

Go

Created Mass of Fluid Striking Vane per Seconds

Go

Created Maximum Efficiency

Go

Created Velocity of vane for given mass of fluid

Go

Created Velocity of vane given exerted force by jet

Go

Created Work Done by Jet on Vane per Second

Go

Created Work Done per Second given Efficiency of Wheel

Go

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

Go

Created Force exerted on plate in direction of flow of jet

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Created Mass of Fluid Striking Vanes per Second

Go

Created Specific Gravity for Mass of Fluid Striking Vanes per Second

Go

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

Go

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

Go

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

Go

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

Go

Created Force exerted by jet on vane in x direction

Go

Created Force Exerted by Jet on Vane in Y-Direction

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Created Velocity given Force Exerted by Jet on Vane in Y Direction

Go

Verified Jet Velocity given Rate of Flow through Propeller

Go

Verified Jet Velocity given Thrust on Propeller

Go

3 More Jet Velocity Calculators

Go

Verified Annual Sediment Yield Rate on volume basis

Go

3 More Khoslas's Equation Calculators

Go

Verified Kinetic Energy given Total Wave Energy

Go

3 More Kinetic Energy Calculators

Go

Verified Kinetic Energy per unit Length of Wave Crest

Go

Verified Wave Height given Kinetic Energy per unit Length of Wave Crest

Go

Verified Wavelength for Kinetic Energy per unit Length of Wave Crest

Go

Verified Average Area over Channel Length given Tidal Period, Inlet Friction Coefficient

Go

Verified Inlet Friction Coefficient given Keulegan Repletion Coefficient

Go

Verified Inlet Friction Coefficient parameter given Keulegan Repletion Coefficient

Go

Verified Inlet Length using King's Inlet Friction Coefficient

Go

Verified King's Inlet Frequency Coefficient given Tidal Period

Go

Verified Surface Area of Bay given Tidal Period, Inlet friction coefficient

Go

6 More King’s Inlet Friction Coefficient Calculators

Go

Verified Stanton number for Colburn analogy

Go

14 More Laminar Flow Calculators

Go

Verified Coefficient of Drag given density

Go

Verified Coefficient of Drag given Drag Force

Go

Verified Coefficient of Drag given Reynolds Number

Go

Verified Density of Fluid given Coefficient of Drag

Go

Verified Density of Fluid given Drag Force

Go

Verified Diameter of sphere for given fall velocity

Go

Verified Diameter of Sphere given Coefficient of Drag

Go

Verified Diameter of Spherical Surface given Specific Weights

Go

Verified Drag Force given Coefficient of Drag

Go

Verified Dynamic Viscosity given Coefficient of Drag

Go

Verified Projected Area given Drag Force

Go

Verified Resistance Force on Spherical Surface

Go

Verified Reynolds Number given Coefficient of Drag

Go

Verified Terminal Fall Velocity

Go

Verified Velocity of Sphere given Coefficient of Drag

Go

Verified Velocity of Sphere given Drag Force

Go

9 More Laminar Flow Around A Sphere–Stokes’ Law Calculators

Go

Verified Dynamic Viscosity given Stress

Go

Verified Mean Velocity of Flow given Shear Stress

Go

Verified Pressure Gradient given Shear Stress

Go

Verified Shear Stress given Velocity

Go

8 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators

Go

Verified Distance between Plates given Maximum Shear Stress

Go

Verified Horizontal Distance given Shear Stress Distribution Profile

Go

Verified Length of Pipe given Pressure Difference

Go

Verified Pressure Head Drop

Go

Verified Shear Stress Distribution Profile

Go

Verified Specific Weight of Fluid given Pressure Head Drop

Go

16 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators

Go

Verified Bed Shear Stress

Go

Verified Bed Slope given Bed Shear Stress

Go

Verified Diameter of Section given Bed Shear Stress

Go

Verified Diameter of Section given Potential Head Drop

Go

Verified Diameter of Section given Slope of Channel

Go

Verified Dynamic Viscosity given Discharge per Unit Channel Width

Go

Verified Dynamic Viscosity given Potential Head Drop

Go

Verified Horizontal Distance given Slope of Channel

Go

Verified Length of Pipe given Potential Head Drop

Go

Verified Mean Velocity in flow

Go

Verified Mean Velocity of Flow given Potential Head Drop

Go

Verified Potential Head Drop

Go

Verified Shear Stress given Slope of Channel

Go

Verified Slope of Channel given Shear Stress

Go

Verified Specific Weight of Liquid given Bed Shear Stress

Go

Verified Specific Weight of Liquid given Mean Velocity of flow

Go

Verified Specific Weight of Liquid given Potential Head Drop

Go

Verified Specific Weight of Liquid given Slope of Channel

Go

7 More Laminar Flow of Fluid in an Open Channel Calculators

Go

Verified Coefficient of Permeability given Velocity

Go

Verified Hydraulic Gradient given Velocity

Go

Verified Mean Velocity using Darcy's Law

Go

Verified Equation for Landing Distance

Go

Verified Stopping Distance given Landing Distance

Go

2 More Landing Distance under Estimation of Runway Length Calculators

Go

Verified Length given Proof Load on Leaf Spring

Go

Verified Load given Bending Stress of Leaf Spring

Go

Verified Maximum Bending Stress at Proof Load of Leaf Spring

Go

Verified Number of Plates given Proof Load on Leaf Spring

Go

Verified Proof Load on Leaf Spring

Go

Verified Thickness given Bending Stress of Leaf Spring

Go

Verified Thickness given Maximum Bending Stress at Proof Load of Leaf Spring

Go

Verified Thickness given Proof Load on Leaf Spring

Go

Verified Width given Bending Stress of Leaf Spring

Go

12 More Leaf Spring Calculators

Go

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

Go

Created Length of crest considering velocity

Go

Created Length of crest given discharge passing over weir

Go

Created Length of crest when discharge and velocity is considered

Go

Created Length of crest when discharge and velocity is not considered

Go

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

Go

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

Go

Created Length of crest without considering velocity

Go

Created Length when Bazins formula for discharge if velocity is considered

Go

Verified Length given Angle of Super Elevation

Go

Verified Length of transition curve given time rate

Go

Verified Length when Comfort Condition Holds Good for Highways

Go

Verified Length when Comfort Condition Holds Good for Railways

Go

Verified Rate of Change of Radial Acceleration

Go

Verified Time Rate given Length of transition curve

Go

Verified Time Taken given Radial Acceleration

Go

2 More Length of Transition Curve Calculators

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 given Pressure at any point in liquid

Go

Verified Vertical Depth below Free Surface given Total Force exerted at any Section of Container

Go

11 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators

Go

Verified Atmospheric Pressure given Pressure at any point in liquid in constant vertical acceleration

Go

Verified Mass of Liquid using Net Force Acting in Vertical Upward Direction of Tank

Go

Verified Specific Weights of liquid for Gauge Pressure at any point in liquid

Go

Verified Vertical Depth below Free Surface given Pressure at point in Liquid

Go

8 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators

Go

Created Concentrated Load given Deflection at Top

Go

Created Concentrated Load given Deflection at Top Due to Fixed against Rotation

Go

Created Deflection at Top due to Concentrated Load

Go

Created Deflection at Top due to Fixed against Rotation

Go

Created Deflection at Top due to Uniform Load

Go

Created Modulus of Elasticity given Deflection at Top Due to Concentrated Load

Go

Created Modulus of Elasticity given Deflection at Top Due to Fixed against Rotation

Go

Created Modulus of Elasticity of Wall Material given Deflection

Go

Created Wall Thickness given Deflection

Go

Created Wall Thickness given Deflection at Top due to Concentrated Load

Go

Created Wall Thickness given Deflection at Top Due to Fixed against Rotation

Go

Verified Allowable Bearing Stresses on Pins for Buildings for LFD

Go

Verified Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD

Go

Verified Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD

Go

Verified Unsupported length for Braced Non-Compact Section for LFD given Minimum Web Thickness

Go

18 More Load Factor Design for Bridge Beams Calculators

Go

Verified Transverse Shear given Average Longitudinal Shear Stress for Rectangular Section

Go

7 More Longitudinal Shear Stress for Rectangular Section Calculators

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 Mid-Surf Zone

Go

Verified Longshore Current Speed

Go

Verified Radiation Stress Component

Go

Verified Ratio of Wave Group Speed and Phase Speed

Go

Verified Root-mean-square Wave Height at Breaking given Longshore Current at Mid-Surf Zone

Go

Verified Wave Height given Radiation Stress Component

Go

Verified Dynamic Viscosity given Pressure Gradient

Go

Verified Pressure Gradient

Go

Verified Rate of Flow given Pressure Gradient

Go

Verified Mass Transport Velocity to second-order

Go

Verified Wave Height for Mass Transport Velocity to second-order

Go

Verified Base of triangular section given shear stress at neutral axis

Go

Verified Height of triangular section given Maximum shear stress

Go

Verified Maximum Shear stress of triangular section

Go

5 More Maximum Stress of a Triangular Section Calculators

Go

Verified Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor

Go

Verified Recharge from Rainfall in Alluvial Indo Gangetic and Inland Areas for Known Max Rainfall Factor

Go

Verified Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Granulite facies for Known Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks

Go

Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Max Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor

Go

Verified Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield

Go

Verified Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield

Go

Verified Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield

Go

10 More Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators

Go

Verified Mean Velocity of Flow given Shear Stress with Friction Factor

Go

5 More Mean Velocity of Flow Calculators

Go

Verified Direction in Cartesian Coordinate system

Go

Verified Direction in Standard Meteorological Terms

Go

18 More Measured Wind Directions Calculators

Go

Created Pressure at Point m in Pizometer

Go

Created Pressure head at point in piezometer

Go

Created Specific Weight of liquid in peizometer

Go

Created Distance between Centre of Gravity of these Wedges

Go

Created Moment of Turning Couple due to Movement of Liquid

Go

Created Volume of either Wedge

Go

Verified Discharge flow through Channel

Go

9 More Metering Flumes Calculators

Go

Verified Coefficient 'a' given Hoerls Special function Distribution

Go

19 More Methods to Predict Channel Shoaling Calculators

Go

Verified Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt

Go

Verified Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt

Go

Verified Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks

Go

Verified Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone

Go

Verified Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales given Min Rainfall Factor

Go

Verified Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Min Rainfall Factor

Go

Verified Recharge from Rainfall in Indo Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor

Go

Verified Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor

Go

Verified Recharge from Rainfall in West Coast Alluvial Areas for Known Minimum Rainfall Factor

Go

Verified Possible Recharge in Clayey Alluvial Area given Minimum value of Specific Yield for Area

Go

Verified Possible Recharge in Hard Rock Area with Kartstified Limestone given Minimum Specific Yield

Go

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

Go

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

Go

Verified Possible Recharge in Hard Rock Area with Low Clay Content given Minimum value of Specific Yield

Go

Verified Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock

Go

Verified Possible Recharge in Hard Rock Area with Phyllites, Shales given Minimum Specific Yield

Go

Verified Possible recharge in hard rock area with quartzite given minimum specific yield

Go

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

Go

Verified Possible Recharge in Hard Rock Area with significant Clay Content

Go

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

Go

Verified Possible Recharge in Silty Alluvial Area given Minimum value of Specific Yield for Area

Go

1 More Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators

Go

Verified Crop Management Factor given Sediment Yield from Individual Storm

Go

Verified Sediment Yield from Individual Storm

Go

Verified Storm Runoff Volume given Sediment Yield from Individual Storm

Go

Verified Support Cultivation Practice given Sediment Yield from Individual Storm

Go

Verified Topographic Factor given Sediment Yield from Individual Storm

Go

1 More Modified Universal Soil Loss Equation Calculators

Go

Created Youngs Modulus of Elasticity as per ACI 318 Building Code Requirements for Reinforced Concrete

Go

5 More Modulus of Elasticity Calculators

Go

Verified Moments given Rotation Due to Moment on Arch Dam

Go

6 More Moments acting on the arch dam Calculators

Go

Verified Vertical Depth of Centroid of Area given Specific Force with Top Width

Go

5 More Momentum in Open-Channel Flow-Specific Force Calculators

Go

Verified Diameter of Propeller given Rate of Flow through Propeller

Go

Verified Flow Velocity given Rate of Flow through Propeller

Go

Verified Input Power

Go

Verified Output Power given Input Power

Go

Verified Power Lost given Input Power

Go

17 More Momentum Theory of Propellers Calculators

Go

Verified Velocity at Surface given Shear Stress at Water Surface

Go

20 More Mooring Forces Calculators

Go

Created Column Buckling Stress Fc1 given Relative Material Cost

Go

Created Column Buckling Stress Fc2 given Relative Material Cost

Go

Created Cross Sectional Area1 given Material Cost Ratio

Go

Created Cross Sectional Area2 given Material Cost Ratio

Go

Created Material Cost Ratio

Go

Created Material Price p1 given Material Cost Ratio

Go

Created Material price p2 given Material Cost Ratio

Go

Created Relative cost for Designing Fabricated Plate Girders

Go

Created Relative Cost given Yield Stress

Go

Created Relative Material Cost for Two Columns of Different Steels Carrying Same Load

Go

Created Relative Material Cost Ratio when designed to Carry same Load

Go

Created Relative Price Factors using Relative Material Cost Ratio

Go

Created Relative Weight for Designing Fabricated Plate Girders

Go

Created Relative Weight given Yield Stresses

Go

Created Yield Stress Fy2 given Relative Cost

Go

Created Yield Stress Fy2 given Relative Cost for Designing Fabricated Plate Girders

Go

Created Yield Stress Fy2 given Relative Weight

Go

Created Yield Stress Fy2 given Relative Weight for Designing Fabricated Plate Girders

Go

Created Yield Stress given Relative Cost

Go

Created Yield Stress given Relative Cost for Designing Fabricated Plate Girders

Go

Created Yield Stress given Relative Weight

Go

Created Yield Stress given Relative Weight for Designing Fabricated Plate Girders

Go

Created Yield Stress of Steel1 using Relative Material Cost ratio

Go

Created Yield Stress of Steel2 using Relative Material Cost ratio

Go

Verified Equation for Sediment Delivery Ratio

Go

2 More Movement of Sediments from Watersheds Calculators

Go

Verified Maximum velocity in inlet throat given total maximum discharge

Go

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

Go

Verified Surface area of bay or basin given total maximum discharge

Go

Verified Tidal period given total maximum discharge for total of all inlets

Go

Verified Total Maximum Discharge for Total of all Inlets

Go

Verified Dynamic Viscosity given Kinematic Viscosity

Go

Verified Dynamic viscosity of fluid given fluid filling width between plates

Go

Verified Fluid Filling width y between plates given Shear Force per unit area or Shear Stress

Go

Verified Relationship between Dynamic Viscosity and Kinematic Viscosity

Go

Verified Velocity of upper plate given shear force per unit area or shear stress

Go

4 More Newton’s Friction Postulation Calculators

Go

Verified First Type of Mean Fluid Speed

Go

Verified Mean Depth given Second Type of Mean Fluid Speed

Go

Verified Mean Depth in Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Verified Relative height of highest wave as function of wavelength obtained by Fenton

Go

Verified Second Type of Mean Fluid Speed

Go

Verified Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Verified Ursell Number

Go

Verified Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Verified Volume Flow Rate per unit Span Underneath Waves given Second Type of Mean Fluid Speed

Go

Verified Wave height given Ursell number

Go

Verified Wave Speed given First Type of Mean Fluid Speed

Go

Verified Wave Speed given Second First Type of Mean Fluid Speed

Go

2 More Non-Linear Wave Theory Calculators

Go

Verified Clearway Distance

Go

Verified Clearway Distance given Field Length

Go

Verified Field Length

Go

Verified Full Strength Pavement Distance

Go

Verified Lift off Distance given Clearway Distance

Go

Verified Takeoff Distance given Clearway Distance

Go

Verified Takeoff Distance given Takeoff Run

Go

Verified Takeoff Run

Go

Verified Number of Connectors in Bridges

Go

17 More Number of Connectors in Bridges Calculators

Go

Created Actual Area of Effective Concrete Flange given Total Horizontal Shear

Go

Created Area of Steel Beam given Total horizontal Shear Vh

Go

Created Maximum Moment in Span given Number of Shear Connectors

Go

Created Moment at Concentrated Load given Number of Shear Connectors

Go

Created Number of Shear Connectors

Go

Created Number of Shear Connectors between M max and Zero Moment

Go

Created Specified Compressive Strength of Concrete given Total Horizontal Shear

Go

Created Total Horizontal Shear

Go

Created Total horizontal shear Vh

Go

Created Total number of connectors to resist total horizontal shear

Go

Created Yield Strength given Total Horizontal Shear

Go

Verified Mid Ordinate given Ox

Go

Verified Mid Ordinate when Offsets from Long Chord is Used for Setting Out

Go

Verified Offset at Distance x from Mid Point

Go

Created Coefficient of spillway given discharge over ogee spillway

Go

Created Discharge over Ogee Spillway

Go

Created Head above crest given discharge over Ogee Spillway

Go

Created Length of spillway given discharge over Ogee Spillway

Go

Verified Basin Length along axis for Closed Basins

Go

Verified Basin length along axis in open basin

Go

Verified Number of Nodes along Long Basin axis for Closed Basins

Go

1 More Open and Closed Basins Calculators

Go

Verified Actual Velocity given Theoretical Velocity at Section 2

Go

Verified Area at Section 2 or at Vena Contracta

Go

Verified Discharge through Pipe given Coefficient of Discharge

Go

Verified Theoretical Velocity at Section 1

Go

Verified Theoretical Velocity at Section 2

Go

6 More Orifice Meter Calculators

Go

Verified UDL given Parabolic Equation for Cable Slope

Go

2 More Parabola Calculators

Go

Verified Length of Cable for UDL on Parabolic Cable

Go

Verified Parabolic Equation for Cable Slope

Go

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

Go

9 More Parabolic Cable Tension and Length Calculators

Go

Created Distance from PVC to Lowest Point on Sag Curve

Go

Created Elevation of Lowest Point on Sag Curve

Go

Created Elevation of point of vertical curvature

Go

Created Elevation of point of vertical intersection

Go

Created Elevation of PVC given Elevation of Lowest Point on Sag Curve

Go

Created Length of Curve using Rate of change of Grade in Parabolic Curves

Go

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

Go

Verified Area of Parabolic Channel given Width of Parabolic Channel

Go

Verified Flow Area of Throat given Discharge

Go

4 More Parabolic Grit Chamber Calculators

Go

Verified Top Width given Hydraulic Radius

Go

Verified Wetted Area

Go

Verified Wetted Perimeter for parabola

Go

10 More Parabolic Section Calculators

Go

Verified Fetch length given frequency at spectral peak

Go

Verified Fetch Length given Scaling Parameter

Go

Verified Frequency at spectral peak

Go

Verified JONSWAP Spectrum for Fetch-limited Seas

Go

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

Go

Verified Scaling Parameter

Go

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

Go

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

Go

11 More Parametric Spectrum Models Calculators

Go

Verified Approximate Equation for Offset at Distance x from Mid Point

Go

Verified Radius given Approximate Equation for Offset

Go

Verified Coefficient of Velocity given Actual Velocity of Flowing Stream

Go

Verified Height of Fluid raised in tube given Actual Velocity of Flowing Stream

Go

3 More Pitot Tube Calculators

Go

Verified Flow velocity in suction pipe

Go

Verified Hydraulic Loss Coefficient from Suction Pipe entrance to pump

Go

Verified Specific weight of mixture in suction pipe

Go

Verified Vacuum at Pump entrance expressed as Head of water

Go

5 More Plain Suction Dredge Calculators

Go

Verified Polymer Feed Rate as Volumetric Flow Rate

Go

5 More Polymer Feed Rate Calculators

Go

Created Atmospheric pressure P according to polytropic process

Go

Created Density According to Polytropic Process

Go

Created Initial Density According to Polytropic Process

Go

Created Initial Pressure according to Polytropic Process

Go

Created Positive Constant

Go

Created Temperature Lapse Rate

Go

Created Capacity Spectrum

Go

Created Collapse Prevention Level

Go

Created Length of Primary Member using Collapse Prevention Level

Go

Created Length of Secondary Member given Capacity Spectrum

Go

Created Length of Secondary Member using Collapse Prevention Level

Go

Created Moment of Inertia of Primary Member using Collapse Prevention Level

Go

Created Moment of Inertia of Secondary Member given Capacity Spectrum

Go

Created Allowable Bearing Stress in Local Zone

Go

Created Allowable stress given end zone reinforcement

Go

Created Bearing area given allowable bearing stress

Go

Created Bearing stress in local zone

Go

Created Bursting Force for Square End Zone

Go

Created Bursting force Given end zone reinforcement in each direction

Go

Created Cube strength at transfer given allowable bearing stress

Go

Created End zone reinforcement along transmission length

Go

Created End zone reinforcement in each direction

Go

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

Go

Created Prestress in tendon given bearing stress

Go

Created Prestress in tendon given bursting force for square end zone

Go

Created Punching Area given Allowable Bearing Stress

Go

Created Punching area given bearing stress

Go

Created Stress in transverse reinforcement given end zone reinforcement

Go

Created Transverse Dimension of End Zone given Bursting Force for Square End Zone

Go

Verified Potential Energy per unit Length of Wave Crest

Go

Verified Wave Height given Potential Energy per unit Length of Wave Crest

Go

Verified Wavelength given Potential Energy per unit Length of Wave Crest

Go

Verified Depth of Flow given Wetted Area of Triangular Channel Section

Go

Verified Hydraulic Radius of Triangular Channel Section

Go

Verified Wetted Area of Trapezoidal Channel Section

Go

Verified Wetted Area of Triangular Channel Section

Go

Verified Wetted Perimeter of Triangular Channel Section

Go

3 More Practical Channel Sections Calculators

Go

Verified Significant Wave Period from Bretschneider Empirical Relationships

Go

3 More Predicting Waves in Deep Water Calculators

Go

Created Depth of Center of Pressure

Go

Created Length of Prism given Total Pressure by Volume of Prism

Go

Created Pressure Intensity for bottom Edge of Plane Surface

Go

Created Pressure intensity for top edge of plane surface

Go

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

Go

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

Go

Created Specific Weight given Total Pressure by Volume of Prism

Go

Created Total Pressure by Volume of Prism

Go

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

Go

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

Go

Created Vertical depth given total pressure by volume of prism

Go

Verified Pressure Gradient given Shear Stress at any Cylindrical Element

Go

Verified Pressure Gradients given Mean Velocity of Flow

Go

5 More Pressure Gradient Calculators

Go

Verified Pressure given Height of Surface Waves based on Subsurface Measurements

Go

Verified Pressure Reference Factor given Height of Surface Waves based on Subsurface Measurements

Go

Verified Pressure response factor at bottom

Go

Verified Wavelength for Pressure Response Factor at bottom

Go

4 More Pressure Reference Factor Calculators

Go

Created Bond Length for Prestressed Tendon

Go

Created Bond length given development length of section

Go

Created Design Bond Stress given Bond Length for Prestressed Tendon

Go

Created Development length of section

Go

Created Effective prestress given bond length for prestressed tendon

Go

Created Moment given end zone reinforcement

Go

Created Nominal Diameter of Tendon given Bond Length

Go

Created Total depth of section given end zone reinforcement

Go

Created Transmission length given development length of section

Go

Created Ultimate prestress given bond length for prestressed tendon

Go

Verified Bending stress of circular shaft given bending moment

Go

Verified Diameter of circular shaft for equivalent torque and maximum shear stress

Go

Verified Diameter of circular shaft given bending stress

Go

Verified Diameter of circular shaft given equivalent bending moment and maximum principal stress

Go

Verified Equivalent Bending moment given maximum principal stress

Go

Verified Maximum shear stress due to combined bending and torsion

Go

Verified Torsion given Shear Stress

Go

5 More Principal Stress Calculators

Go

Verified Vessel Propeller Drag given Total longitudinal Current Load on Vessel

Go

6 More Propeller Drag Calculators

Go

Verified Atmospheric Pressure as function of Salinity and Temperature

Go

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

Go

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

Go

Verified Salinity given Atmospheric Pressure

Go

Created Coefficient of discharge given constant for rectangular shaped aperture weir

Go

Created Constant for rectangular shaped aperture weir

Go

Created Constant given discharge through small rectangular shaped aperture weir

Go

Created Discharge through Small Rectangular Shaped Aperture weir

Go

Created Head given discharge through small rectangular shaped aperture weir

Go

Created Height of aperture given constant for rectangular shaped aperture weir

Go

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

Go

Created Width of aperture given constant for rectangular shaped aperture weir

Go

Verified Deflection given Proof Load in Quarter Elliptical Spring

Go

Verified Deflection in Quarter Elliptical Spring

Go

Verified Length given Deflection in Quarter Elliptical Spring

Go

Verified Length given Proof Load in Quarter Elliptical Spring

Go

Verified Load given Deflection in Quarter Elliptical Spring

Go

Verified Modulus of Elasticity given Proof Load in Quarter Elliptical Spring

Go

Verified Number of Plates given Deflection in Quarter Elliptical Spring

Go

Verified Number of Plates given Proof Load in Quarter Elliptical Spring

Go

Verified Proof Load in Quarter Elliptical Spring

Go

Verified Thickness given Proof Load in Quarter Elliptical Spring

Go

Verified Width given Proof Load in Quarter Elliptical Spring

Go

9 More Quarter Elliptical Spring Calculators

Go

Verified Radial Thickness of Element given Rotation Due to Shear on Arch Dam

Go

3 More Radial Thickness of the Element Calculators

Go

Verified Radius of Pipe for Mean Velocity of Flow

Go

5 More Radius of Pipe Calculators

Go

Created Radius of Wheel for Tangential Velocity at Inlet Tip of Vane

Go

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

Go

Created Radius of Wheel given Angular Momentum at Inlet

Go

Created Radius of wheel given angular momentum at outlet

Go

Verified Kinetic energy of storm given rainfall erosion index unit of

Go

Verified Maximum 30 minutes Rainfall Intensity given Rainfall Erosion Index Unit of Storm

Go

1 More Rainfall Erosivity Factor Calculators

Go

Verified Drainage Area given Runoff Rate of Rainwater from Bridge during Rainstorm

Go

Verified Runoff Coefficient given Runoff Rate of Rainwater from bridge during Rainstorm

Go

Verified Runoff Rate of Rainwater from Bridge during Rainstorm

Go

Verified Traffic Lane given Deck Width for handling Rainwater Runoff to Drain Scuppers

Go

3 More Rainwater Accumulation and Drainage on Bridges Calculators

Go

Verified Depth of Flow given Wetted Perimeter for rectangle

Go

Verified Hydraulic Radius of open channel

Go

Verified Width of Section given Perimeter

Go

9 More Rectangular Section Calculators

Go

Verified Area of well given specific capacity per unit well area of aquifer

Go

Verified Area of well when discharged from open well is considered

Go

Verified Discharge from Open Well under Depression Head

Go

Verified Proportionality constant given specific capacity per unit well area of aquifer

Go

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

Go

4 More Recuperation Test Calculators

Go

Verified Specific Weight of Sphere given Dynamic Viscosity

Go

4 More Redwood Viscometer Calculators

Go

Verified Reflection Coefficient in Coastal Structures

Go

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

Go

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

Go

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

Go

Verified Reflection Coefficient in Coastal Structures with Rubble-mound Breakwaters

Go

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

Go

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

Go

Verified Dynamic Viscosity for Ratio of Inertial Forces and Viscous Force

Go

Verified Inertial Forces given Kinematic Viscosity

Go

Verified Inertial Forces using Newton's friction model

Go

Verified Kinematic Viscosity for Ratio of Inertial Forces and Viscous Force

Go

Verified Length for Ratio of Inertial Forces and Viscous Forces

Go

Verified Length given Kinematic Viscosity, Ratio of Inertial forces and Viscous forces

Go

Verified Velocity given Kinematic Viscosity, Ratio of Inertial Forces and Viscous Forces

Go

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

Go

Verified Viscous Forces using Newton's friction model

Go

9 More Relation between the Forces on the Prototype and Forces on the Model Calculators

Go

Verified Cumulative Probability of design significant wave height given Return Period

Go

Verified Encounter Probability

Go

Verified Return Period given Cumulative Probability

Go

Verified Time Interval associated with each data point given Return Period

Go

7 More Return Period and Encounter Probability Calculators

Go

Verified Rate of Energy Dissipation given Dimensionless Stratification Number

Go

19 More Salinity Variations with Tide Calculators

Go

Verified Breadth given Rectangular Section Modulus

Go

Verified Rectangular Section Modulus

Go

5 More Section Modulus Calculators

Go

Verified Deepwater wave height for Total Transport

Go

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

Go

Verified Total littoral transport in entire breaker zone

Go

Verified Total Transport given by Galvin

Go

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

Go

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

Go

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

Go

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

Go

Verified Fundamental period for reinforced concrete frames

Go

Verified Fundamental Period given Seismic Response Coefficient

Go

Verified Response modification factor

Go

18 More Seismic Loads Calculators

Go

Verified Deflection Angle of First Chord

Go

Verified First Offset given First Chord Length

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

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Verified N-th Offset using Chords Produced

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Verified Second Offset using Chord Lengths

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

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

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

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Verified Moment of Inertia of Transformed Section given Horizontal Shear Range

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8 More Shear Range Calculators

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

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3 More Shear Stress Calculators

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Verified Beach Slope given Breaking wave and wave height at breaking point

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Verified Breaking Wave given wave height at Breaking Point

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Verified Deepwater Wave Height for Shoaling Coefficient and Refraction Coefficient

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Verified Deepwater Wave Height using Shoaling and Refraction Coefficients

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Verified Deepwater Wavelength for Shoaling Coefficient in Shallow Water

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Verified Deepwater Wavelength given Wave Breaking and wave height at breaking point

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Verified Distance between Two Rays at General Point

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Verified Radian Frequency for Deepwater

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Verified Reduced Shoaling Coefficient in shallow Water

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Verified Refraction Coefficient

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Verified Refraction Coefficient given Relative Change of Wave Height

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Verified Shoaling Coefficient

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Verified Shoaling Coefficient given Wave Celerity

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Verified Shoaling Coefficient in Shallow Water

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Verified Water Depth given Shoaling Coefficient in Shallow Water

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Verified Water Depth when Reduced Shoaling Coefficient in shallow Water

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Verified Wave Height at Breaking Point given Breaking Wave and Wave Height at breaking point

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Verified Wave Height given Shoaling and Refraction Coefficient

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Verified Wave Height given Shoaling Coefficient and Refraction Coefficient

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Verified Wave Length for reduced shoaling coefficient in shallow water

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Verified Apex Distance

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Verified Length of Curve if 20m Chord Definition

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Verified Length of Curve if 30m Chord Definition

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Verified Mid Ordinate

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Verified Radius given Apex Distance

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Verified Radius of Curve given Long Chord

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Verified Radius of Curve given Tangent

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Verified Tangent Length

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3 More Simple Circular Curve Calculators

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Verified Skin Friction Coefficient given Skin Friction of Vessel

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

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6 More Skin Friction Calculators

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Verified Duration of Wind in SMB Prediction Method

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Verified Period of significant wave in SMB prediction method

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Verified Wind Speed given Duration of Wind in SMB Prediction Method

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Verified Wind Speed given Fetch Parameter in SMB Prediction Method

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5 More SMB Prediction Method Calculators

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Verified Specific capacity per unit well area of aquifer

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2 More Specific Capacity Calculators

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

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Verified Depth of flow given Total Energy in flow section taking Bed Slope as Datum

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

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Verified Discharge through Section Considering Condition of Maximum Discharge

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

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Verified Mean Velocity of flow given Total Energy in flow section taking Bed Slope as Datum

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17 More Specific Energy and Critical Depth Calculators

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Created Specific Gravity given Dynamic Thrust Exerted by Jet on Plate

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Created Specific Gravity given Mass of Fluid Striking Plate

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Created Specific Gravity given Normal Thrust Normal to Direction of Jet

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Created Specific Gravity given Normal Thrust Parallel to Direction of Jet

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Created Specific Gravity given Work Done by Jet per Second

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Created Specific Weight for Mass of Fluid Striking Plate

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Created Specific Weight for Work Done by Jet per Second

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Created Specific Weight given Dynamic Thrust Exerted by Jet on Plate

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Created Specific Weight given Normal Thrust Normal to Direction of Jet

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Created Specific Weight normal Thrust parallel to Direction of Jet

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

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Created Specific Gravity for Force Exerted by Jet with relative velocity

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

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

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

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

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

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Created Specific Weight for Mass of Fluid Striking Vanes per Second

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Created Specific Weight given Force Exerted by Jet with relative velocity

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

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Created Fluid Weight given torque

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Created Specific Gravity for Mass of Fluid Striking Vane per Second

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

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

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Created Specific Gravity given angular momentum at Inlet

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Created Specific Gravity given Angular Momentum at Outlet

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Created Specific Gravity given Power delivered to wheel

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

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

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Created Specific Gravity given Work Done on Wheel per Second

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

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Created Specific gravity with given torque by fluid

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Verified Deflection of Square Section Wire Spring

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Verified Load given Deflection of Square Section Wire Spring

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Verified Mean radius given Deflection of Square Section Wire Spring

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Verified Mean Radius given Stiffness of Square Section Wire Spring

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Verified Modulus of Rigidity given Stiffness of spring

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Verified Modulus of rigidity given Stiffness of Square Section Wire Spring

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Verified Modulus of Rigidity using deflection of Spring

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Verified Number of coils given Deflection of Square Section Wire Spring

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Verified Number of spring coils given Stiffness of Square Section Wire Spring

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Verified Springs in Parallel - Load

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Verified Springs in Parallel - Spring Constant

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Verified Springs in series- Deflections

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Verified Springs in series- Spring constants

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Verified Stiffness of Square Section Wire Spring

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Verified Width given Deflection of Square Section Wire Spring

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Verified Width given Stiffness of Square Section Wire Spring

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4 More Spring Calculators

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Verified Stopping sight distance for velocity in meter per second

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Verified Stopping sight distance on level ground with breaking efficiency n

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Verified Stopping sight distance on upward inclined surface

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4 More SSD Calculators

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Created Restoring Couple when Floating Body in Stable Equilibrium

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Created Righting Couple when Floating Body in Unstable Equilibrium

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Created Weight of Body given Restoring Couple

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Created Weight of Body given Righting Couple

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Verified Non-dimensional Intrusion or Salt Wedge Length

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7 More Static Salt Wedge Calculators

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Verified Distance of Element from Center Line given Head Loss

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Verified Distance of Element from Center line given Shear Stress at any Cylindrical Element

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Verified Distance of Element from Center Line given Velocity Gradient at Cylindrical Element

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Verified Length of Pipe given Shear Stress at any Cylindrical Element

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Verified Maximum Velocity at Axis of Cylindrical Element given Mean Velocity of Flow

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Verified Mean Velocity of Flow given Maximum Velocity at Axis of Cylindrical Element

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Verified Mean Velocity of Fluid Flow

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Verified Shear Stress at any Cylindrical Element

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Verified Shear Stress at any Cylindrical Element given Head Loss

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Verified Specific Weight of Liquid given Shear Stress at any Cylindrical Element

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Verified Viscosity given Mean Velocity of Flow

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

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Verified Steel yield strength for Braced Non-Compact Section for LFD given Maximum Bending Moment

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9 More Steel yield strength Calculators

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Verified Area given Stress Due to Gradually Applied Load

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Verified Area of Member given Strain Energy Stored by Member

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Verified Load given Stress Due to Suddenly Applied Load

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Verified Stress generated due to Strain Energy Density

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14 More Strain Energy Calculators

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Verified Eccentricity for solid circular sector to maintain stress as wholly compressive

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Verified Eccentricity in column for hollow circular section when stress at extreme fibre is zero

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Verified Section Modulus to maintain stress as wholly compressive given Eccentricity

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8 More Structural Engineering Calculators

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Created Actual Thickness of Base Course given Structural Number

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Created Actual Thickness of Subbase Course given Structural Number

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Created Actual Thickness of Surface Course given Structural Number

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Created Drainage Coefficient for Base Course given Structural Number

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Created Drainage Coefficient of Subbase using Structural Number

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Created Layer Coefficient for Subbase Course using Structural Number

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Created Layer Coefficient of Base Course given Structural Number

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Created Layer Coefficient of Surface Course using Structural Number

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Created Structural Number for Base Course

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Created Structural Number for Subbase Course

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Created Structural Number for Surface Course

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Created Structural Number to Withstand Anticipated Axle Loads

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Created Coefficient of discharge given discharge through drowned portion

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Created Coefficient of discharge given discharge through free weir portion

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Created Coefficient of discharge if velocity is approached for submerged weir

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Created Coefficient of discharge if velocity is approached given discharge through free weir

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Created Discharge through drowned portion

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Created Discharge through drowned portion given total discharge over submerged weir

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Created Discharge through free weir if velocity is approached

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Created Discharge through free weir portion

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Created Discharge through free weir portion given total discharge over submerged weir

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Created Discharge through submerged weir if velocity is approached

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Created Head on downstream weir for discharge through free weir portion

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Created Head on upstream weir for discharge through drowned portion

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Created Head on upstream weir given discharge through free weir portion

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Created Length of crest for discharge through drowned portion

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Created Length of crest for discharge through free weir

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Created Length of Crest for Discharge through Free Weir Portion

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Created Total discharge over submerged weir

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Verified Atmospheric Pressure given total or absolute pressure

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Verified Correction Factor given Height of Surface Waves based on Subsurface Measurements

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Verified Depth below SWL of Pressure Gauge

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Verified Dynamic Component due to Acceleration from Absolute Pressure Equation

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Verified Height of Surface Waves based on Subsurface Measurements

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Verified Phase Angle for Total or Absolute Pressure

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Verified Radian Frequency given Wave Period

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Verified Total or Absolut Pressure

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Verified Total Pressure given Gauge Pressure

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Verified Wave Period given average Frequency

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6 More Subsurface Pressure Calculators

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Verified Cant given Width of Pavement

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Verified Gauge Width of Track given Cant

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Verified Pavement Width given Cant

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Verified Radius of Curve given Cant for Road

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Verified Railway Cant

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Verified Sag of Cable at midway between supports given Horizontal Component of Cable Tension for UDL

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Verified Span Length given Horizontal Component of Cable Tension for UDL

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Verified UDL given Vertical Reaction at Supports

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7 More Supports at Same Level Calculators

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Verified Zero moment height at breaking given depth and steepness induced wave breaking

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8 More Surf Zone Waves Calculators

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Verified Depth of Flow using Absolute Velocity of Surge when Flow is Completely Stopped

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15 More Surge due to Sudden Reduction of Flow Calculators

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Created Tangential Momentum of Fluid Striking Vanes at Inlet

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Created Tangential Momentum of Fluid Striking Vanes at outlet

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Created Tangential Velocity at Inlet Tip of Vane

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Created Tangential Velocity at Outlet Tip of Vane

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Created Velocity given tangential momentum of fluid striking vanes at inlet

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Created Velocity given Tangential Momentum of Fluid Striking Vanes at Outlet

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Verified Change in Temperature using Temperature Stress for Tapering Rod

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Verified Modulus of Elasticity using hoop Stress due to temperature fall

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7 More Temperature Stresses and Strains Calculators

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Verified Average area over channel length given Tidal Prism of Non-sinusoidal Prototype Flow

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Verified Depth of Water at Current Meter Location

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Verified Hydraulic Radius of entire Cross Section

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Verified Maximum cross-sectionally averaged Velocity given Tidal Prism of Non-sinusoidal Prototype Flow

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Verified Maximum ebb tide discharge accounting for non-sinusoidal character of prototype flow by Keulegan

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Verified Maximum Velocity averaged over entire Cross Section

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Verified Point measurement of Maximum Velocity

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Verified Tidal period accounting for non sinusoidal character of prototype flow by Keulegan

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Verified Tidal Period given Maximum instantaneous ebb Tide Discharge and Tidal Prism

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Verified Tidal Period when Tidal Prism accounting for Non-sinusoidal Prototype Flow by Keulegan

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Verified Tidal prism accounting for non-sinusoidal character of prototype flow by Keulegan

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Verified Tidal Prism Filling Bay

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Verified Tidal Prism filling bay accounting for Non-sinusoidal Prototype Flow by Keulegan

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Verified Tidal Prism filling Bay given Tidal Period, Maximum instantaneous ebb Tide Discharge

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5 More Tidal Prism Calculators

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Verified Distance from center of earth to center of sun given attractive force potentials

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Verified Distance of point located on surface of Earth to center of Moon

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Verified Distance of point located on surface of earth to center of sun

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Verified Gravitational constant given radius of Earth and acceleration of gravity

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Verified Greenwich Time Measured

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Verified Local Time given Greenwich Time Measured

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Verified Local Time Meridian given Greenwich Time Measured

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Verified Modified form of epoch accounting for longitude and time meridian corrections

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Verified Phase Lag given Modified Epoch that accounts for longitude and Time Meridian Corrections

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Verified Poisson Probability Law for Number of Storms simulated per year

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3 More Tide Producing Forces Calculators

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Created Radius of Gyration of Body given Time Period

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Created Time Period of One Complete Oscillations

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Created Bazins constant given time required to lower liquid surface

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Created Coefficient of discharge for time required to lower liquid surface

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Created Coefficient of Discharge given Time required to Lower Liquid for Triangular Notch

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Created Cross Sectional Area given Time required to Lower Liquid for Triangular Notch

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Created Cross Sectional Area given Time required to Lower Liquid Surface

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Created Cross Sectional Area given time required to Lower Liquid Surface using Bazins Formula

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Created Head at upstream weir

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Created Head given Time Required to Lower Liquid Surface using Francis Formula

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Created Head1 given Time Required to Lower Liquid for Triangular Notch

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Created Head1 given Time Required to Lower Liquid Surface

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Created Head1 given Time Required to Lower Liquid Surface using Bazins Formula

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Created Head2 given Time Required to Lower Liquid for Triangular Notch

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Created Head2 given Time Required to Lower Liquid Surface

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Created Head2 given Time Required to Lower Liquid Surface using Bazins Formula

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Created Length of Crest for time required to Lower Liquid Surface

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List of Calculators by M Naveen