Calculators Created by Rithik Agrawal

Created Braking Distance on Inclined Surface

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Created Braking Distance on Inclined Surface with Efficiency

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Created Braking Distance on Level Ground with Efficiency

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Created Breaking Distance

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Created Breaking Distance given Stopping Sight Distance

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Created Velocity of Vehicle given Breaking Distance

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Created Velocity of Vehicle in meter per second for Braking Distance

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Created Dynamic Viscosity for Pressure Reduction over Length of Piston

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Created Dynamic Viscosity for Shear Force Resisting Motion of Piston

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Created Dynamic Viscosity given Rate of Flow

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Created Dynamic Viscosity given Velocity of Flow in Oil Tank

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Verified Air Transport Movement per Aircraft

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Verified Airline Industry Wages

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Verified Jet Fuel Price given Yield

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Verified Real Gross National Product

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Verified Real Yield given Revenue Passenger Miles

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Verified Regression Model Formulation for Yield

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Verified Revenue Passenger Miles

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3 More Integrated Demand Forecast Framework Calculators

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Created Lag Distance or Reaction Distance for Velocity

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Created Lag Distance or Reaction Distance given Stopping Sight Distance

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Created Reaction Time given Lag Distance or Reaction Distance

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Created Velocity of Vehicle given Lag Distance or Reaction Distance

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Created Mean Velocity of Flow given Maximum Velocity

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Created Mean Velocity of Flow given Pressure Difference

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Created Mean Velocity of Flow given Pressure Gradient

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Created Mean Velocity of Flow given Pressure Head Drop

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Created Pressure Gradient given Maximum Velocity between Plates

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Created Pressure Gradient given Shear Stress Distribution Profile

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Created Coefficient of Thermal Expansion of Pipe Material given Stress due to Temperature Change

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Created Length of Expansion Joint given Movement that should be allowed

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Created Modulus of Elasticity of Pipe Material given Stress due to Temperature Change

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Created Movement in Length of Pipe

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Created Stress due to Temperature Change

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Created Temperature Change given Movement that should be allowed

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Created Temperature Change given Stress due to Temperature Change

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Created Velocity of Piston for Shear Force Resisting Motion of Piston

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Created Velocity of Piston for Vertical Upward Force on Piston

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Created Velocity of Piston given Velocity of Flow in Oil Tank

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Created Velocity of Pistons for Pressure Drop over Length of Piston

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Created Allowable Unit Load for Bridges using Structural Carbon Steel

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Created Ultimate Unit Load for Bridges using Structural Carbon Steel

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4 More Additional Bridge Column Formulas Calculators

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Created Allowable Unit Stress in Bending

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Created Moment Gradient Factor given Smaller and Larger Beam End Moment

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Created Steel Yield Strength given Allowable Unit Stress in Bending

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Created Allowable Stress when Slenderness Ratio is Less than Cc

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Created Allowable Stresses in Concentrically Loaded Columns based on AASHTO Bridge Design Specifications

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Created Allowable Shear Stress in Bridges

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Created Shear Buckling Coefficient given Allowable Shear Stress for Flexural Members in Bridges

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Created Steel Yield Strength using Allowable Shear Stress for Flexural Members in Bridges

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Created Change in Rate of Flow given Torque Exerted on Fluid

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Created Radial Distance r1 given Torque Exerted on Fluid

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Created Radial Distance r2 given Torque Exerted on Fluid

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Created Torque Exerted on Fluid

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Created Velocity at Radial Distance r1 given Torque Exerted on Fluid

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Created Velocity at Radial Distance r2 given Torque Exerted on Fluid

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Created Angle between Crown and Abutments given Thrust at Abutments of Arch Dam

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Created Extrados Stresses on Arch Dam

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Created Intrados Stresses on Arch Dam

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Created Radius to centerline given Thrust at Abutments of Arch Dam

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Created Rotation due to Moment on Arch Dam

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Created Rotation due to Shear on Arch Dam

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Created Rotation due to Twist on Arch Dam

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Created Shear Force given Deflection due to Shear on Arch Dam

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Created Shear Force given Rotation due to Shear on Arch Dam

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

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

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

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

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Created Deflection given Maximum Bending Stress at Proof Load of Leaf Spring

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Created Length given Maximum Bending Stress at Proof Load of Leaf Spring

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Created Maximum Bending Stress at Proof Load of Leaf Spring

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Created Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring

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

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Created Average Velocity in Channel

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Created Boundary Shear Stress

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Created Friction Factor given Average Velocity in Channel

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Created Hydraulic Radius given Average Velocity in Channel

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Created Hydraulic Radius given Boundary Shear Stress

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Created Slope of Channel Bed given Average Velocity in Channel

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Created Slope of Channel Bottom given Boundary Shear Stress

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Created Specific Weight of Liquid given Boundary Shear Stress

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Created Strickler Formula for Average Height of Roughness Protrusions

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Created Area at Section 1 of Bars of Uniform Strength

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Created Area at Section 2 of Bars of Uniform Strength

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Created Weight Density of Bar using Area at Section 1 of Bars of uniform Strength

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Verified Inflow Rate given Rate of Change of Storage

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15 More Basic Equations of Flood Routing Calculators

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Created Allowable Bearing Stress for High Strength Bolts

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Created Allowable Stress for Expansion Rollers and Rockers where Diameter is from 635 mm to 3175 mm

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Created Allowable Stress for Expansion Rollers and Rockers where Diameter is up to 635 mm

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Created Diameter of Roller or Rocker for d from 635 to 3125mm

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Created Diameter of Roller or Rocker for d up to 635 mm

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Created Tensile Strength of Connected Part given Allowable Bearing Stress for High Strength Bolts

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2 More Bearing on Milled Surfaces and Bridge Fasteners Calculators

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Created Dead Load Moment given Stress in Steel for Shored Members

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Created Dead Load Moment given Stress in Steel for Unshored Members

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Created Live Load Moment given Stress in Steel for Shored Members

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Created Live Load Moment given Stress in Steel for Unshored Members

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Created Multiplier for Allowable Stress when Flange Bending Stress is lesser than Allowable Stress

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Created Section Modulus of Steel Beam given Stress in Steel for Unshored Members

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Created Section Modulus of Transformed Composite Section given Stress in Steel for Shored Members

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Created Section Modulus of Transformed Composite Section given Stress in Steel for Unshored Members

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Created Stress in Steel for Shored Members

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Created Stress in Steel for Unshored Members

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Verified Breaker Depth Index given Wave Period

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Verified Root Mean Square Wave Height at Breaking

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Verified Wave Height at Incipient Breaking using Beach Slope

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Verified Wave Period given Breaker Depth Index

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12 More Breaker Index Calculators

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Verified Actual Discharge over Broad Crested Weir

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Verified Additional Head given Head for Broad Crested Weir

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Verified Coefficient of Discharge for Max Discharge over Crested Weir

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Verified Coefficient of Discharge given Actual Discharge over Broad Crested Weir

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Verified Coefficient of Discharge given Discharge of Weir if Critical Depth is Constant

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Verified Critical Depth due to Reduction in Area of Flow Section given Total Head

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Verified Discharge over Broad Crested Weir

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Verified Head for Broad Crested Weir

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Verified Head if Velocity is considered for Discharge over Broad Crested Weir

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Verified Length of Crest given Actual Discharge over Broad Crested Weir

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Verified Length of Crest given Discharge over Weir

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Verified Length of Crest if Critical Depth is Constant for Discharge of Weir

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Verified Length of Crest over Broad Crested Weir for Max Discharge

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Verified Max Discharge over Broad Crested Weir

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Verified Maximum Discharge of Broad Crested Weir if Critical Depth is Constant

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Verified Total Head above Weir Crest

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Verified Total Head for Actual Discharge over Broad Crested Weir

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Verified Total Head for Maximum Discharge

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Verified Total Head given Discharge over Weir Crest

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Verified Velocity of Flow given Head

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Verified Buoyancy Force given Volume of Vertical Prism

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Verified Buoyant Force on Vertical Prism

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Verified Buoyant Force when Body Floats at between two Immiscible Fluids of Specific Weights

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Verified Cross Sectional Area of Prism given Buoyancy Force

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

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Verified Pressure Head Difference given Buoyancy Force

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Verified Pressure Head Difference given Volume of Vertical Prism dV

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Verified Specific Weight pf Fluid given Buoyancy Force

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Verified Volume of Vertical Prism

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3 More Buoyancy Force and Center of Buoyancy Calculators

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Created Distance from Centroid for Maximum Intensity in horizontal plane on Buttress Dam

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

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Created Minimum Intensity in horizontal plane on Buttress Dam

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Created Moment for Maximum Intensity in horizontal plane on Buttress Dam

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Created Moment for Minimum Intensity in horizontal plane on Buttress Dam

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Created Moment of Buttress dam in horizontal plane using stress

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Created Moment of Inertia for Minimum Intensity in horizontal plane on Buttress Dam

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Created Sectional Area of Base for Maximum Intensity in horizontal plane on Buttress Dam

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Created Sectional Area of base for Minimum Intensity in horizontal plane on Buttress Dam

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Created Total Vertical Load for Maximum Intensity in horizontal plane on Buttress Dam

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Created Total Vertical Load for Minimum Intensity in horizontal plane on Buttress Dam

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Created Cable Tension using Natural Frequency of Each Cable

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Created Fundamental Vibration Mode given Natural Frequency of Each Cable

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Created Natural Frequency of Each Cable

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Created Span of Cable given Natural Frequency of Each Cable

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Verified Maximum Deflection of Cantilever Beam carrying UDL

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Verified Maximum Deflection of Cantilever Beam carrying UVL with Maximum Intensity at Support

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11 More Cantilever Beam Calculators

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Created Cross-Sectional Area of Tube using Dynamic Viscosity

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Created Diameter of Pipe given Dynamic Viscosity with Length

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Created Diameter of Pipe given Kinematic Viscosity

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Created Diameter of Pipe using Dynamic Viscosity with Time

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Created Dynamic Viscosity of Fluids in Flow

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Created Length of Pipe given Kinematic Viscosity

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Created Length of Reservoir using Dynamic Viscosity

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Created Catenary Length given Tension at any Point of Simple Cable with UDL

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Created Horizontal Component given Tension at any Point of Simple Cable with UDL

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Created Tension at any Point given Catenary Length of Simple Cable with UDL

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

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Created Catenary Parameter for UDL on Catenary Parabolic Cable

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Created Maximum Sag given Catenary Parameter for UDL on Catenary Parabolic Cable

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Created Span of Cable given Catenary Parameter for UDL on Catenary Parabolic Cable

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

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Created Total Sag given Catenary Parameter for UDL on Catenary Parabolic Cable

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Created UDL given Catenary Parameter for UDL on Catenary Parabolic Cable

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Created Average Velocity in Channel given Chezy Constant

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Created Chezy Constant given Average Velocity in Channel

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Created Chezy Constant through Ganguillet-Kutter Formula

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Created Chezy Constant using Basin Formula

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Created Chezy Constant using Manning's Formula

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Created Hydraulic Radius given Average Velocity in Channel with Chezy Constant

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Created Slope of Channel Bed given Average Velocity in Channel with Chezy Constant

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Created Chezy Constant given Discharge through Channels

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Created Depth of Flow in most Efficient Channel for Maximum Discharge

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Created Depth of Flow in most Efficient Channel for Maximum Velocity

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Created Depth of flow in most Efficient Channel in circular channel

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Created Diameter of Section given Depth of Flow in most Efficient channel for Maximum Velocity

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

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Created Diameter of Section given Flow Depth in most Efficient Channel

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Created Diameter of Section given Hydraulic Radius in most Efficient Channel for Maximum Velocity

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Created Diameter of Section when Hydraulic Radius is at 0.9D

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Created Discharge through Channels

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Created Hydraulic Radius in most Efficient channel for Maximum Velocity

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Created Radius of Section given Depth of flow in Efficient Channel

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Created Radius of Section given Depth of Flow in most Efficient Channel for Maximum Velocity

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Created Radius of Section given Depth of Flows in most Efficient Channel

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Created Radius of Section given Hydraulic Radius

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Created Radius of Section given Hydraulic Radius in most Efficient Channel for Maximum Velocity

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Created Side Slope of Channel Bed given Discharge through Channels

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Created Wetted Area given Discharge through Channels

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Created Wetted Perimeter given Discharge through Channels

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Created Diameter at One End of Circular Tapering Rod

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Created Diameter at Other End of Circular Tapering Rod

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Created Diameter of Circular Tapered Rod with Uniform Cross Section

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Created Elongation of Circular Tapering Rod

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Created Elongation of Prismatic Rod

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Created Length of Circular Tapered Rod with Uniform Cross Section

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Created Length of Circular Tapering rod

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Created Load at End with known Extension of Circular Tapering Rod

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Created Modulus of Elasticity of Circular Tapering Rod with Uniform Cross Section Section

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Created Modulus of Elasticity using Elongation of Circular Tapering Rod

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Created Area of Curve using Vorticity

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Created Circulation using Vorticity

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Created Vorticity of Fluid Flows

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Created Deflection for Close-Coiled Helical Spring

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Created Diameter of Spring Wire or Coil given Deflection for Close-Coiled Helical Spring

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Created Load Applied on Spring Axially given Deflection for Close-Coiled Helical Spring

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Created Mean Radius of Spring given Deflection for Close-Coiled Helical Spring

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Created Modulus of Rigidity given Deflection for Close-Coiled Helical Spring

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Created Number of Spring Coils given Deflection for Close-Coiled Helical Spring

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Created Clearance given Torque exerted on Outer Cylinder

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Created Dynamic Viscosity given Torque exerted on Outer Cylinder

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Created Dynamic Viscosity given Total Torque

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Created Dynamic Viscosity of Fluid Flow given Torque

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Created Height of Cylinder given Dynamic Viscosity of Fluid

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Created Height of Cylinder given Torque exerted on Inner Cylinder

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Created Radius of Inner Cylinder given Torque exerted on Inner Cylinder

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Created Radius of Inner Cylinder given Torque exerted on Outer Cylinder

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Created Radius of Inner Cylinder given Velocity Gradient

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Created Radius of Outer Cylinder given Velocity Gradient

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Created Shear Stress on Cylinder given Torque exerted on Inner Cylinder

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Created Speed of Outer Cylinder given Dynamic Viscosity of Fluid

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Created Speed of Outer Cylinder given Torque exerted on Outer Cylinder

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Created Speed of Outer Cylinder given Total Torque

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Created Speed of Outer Cylinder given Velocity Gradient

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Created Torque exerted on Inner Cylinder

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Created Torque exerted on Inner Cylinder given Dynamic Viscosity of Fluid

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Created Torque Exerted on Outer Cylinder

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Created Total Torque

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Created Velocity Gradients

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Created Coefficient of Friction given Stopping Sight Distance

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Created Coefficient of Longitudinal Friction given Breaking Distance

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Created Coefficient of Permeability given Maximum and Minimum Permeability for Earth Dam

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Created Coefficient of Permeability given Quantity of Seepage in Length of Dam

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Created Coefficient of Permeability Given Seepage Discharge in Earth Dam

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Created Maximum Permeability given Coefficient of Permeability for Earth Dam

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Created Minimum Permeability given Coefficient of Permeability for Earth Dam

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Verified Column Buckling Stress Fc1 given Relative Material Cost

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Verified Column Buckling Stress Fc2 given Relative Material Cost

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

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1 More Columns Calculators

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Created Distance from Extreme Fiber given Moment of Resistance and Moment of Inertia along with Stress

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Created Distance from Extreme Fiber given Young's Modulus along with Radius and Stress Induced

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Created Moment of Inertia given Moment of Resistance, Stress induced and Distance from Extreme Fiber

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

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

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Created Moment of Resistance in Bending Equation

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Created Stress Induced using Moment of Resistance, Moment of Inertia and Distance from Extreme Fiber

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Created Stress Induced with known Distance from Extreme Fiber, Young's Modulus and Radius of curvature

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Created Young's Modulus given Distance from Extreme Fiber along with Radius and Stress Induced

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Created Young's Modulus using Moment of Resistance, Moment of Inertia and Radius

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9 More Combined Axial and Bending Loads Calculators

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Created Angle of Twist in Combined Bending and Torsion

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Created Angle of Twist in Combined Bending and Torsional Stress

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Created Bending Moment given Combined Bending and Torsion

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Created Bending Stress given Combined Bending and Torsional Stress

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Created Torsional Moment when Member is subjected to both Bending and Torsion

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Created Torsional Stress given Combined Bending and Torsional Stress

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Created Angle of Oblique Plane using Normal Stress when Complementary Shear Stresses Induced

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Created Angle of Oblique Plane using Shear Stress when Complementary Shear Stresses Induced

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Created Normal Stress when Complementary Shear Stresses Induced

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Created Shear Stress along Oblique Plane when Complementary Shear Stresses Induced

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Created Shear Stress due to Effect of Complementary Shear Stresses and Shear Stress in Oblique Plane

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Created Shear Stress due to Induced Complementary Shear Stresses and Normal Stress on Oblique Plane

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Created Area of Channel Section by Manning's Formula

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Created Area of Channel Section given Conveyance of Channel Section

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Created Area of Channel Section given Discharge

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Created Bed Slope given Conveyance Factor

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Created Bed Slope of Channel Section given Discharge

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Created Chezy Constant given Conveyance of Channel Section

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Created Chezy Constant given Discharge

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Created Conveyance given Discharge

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Created Conveyance of Channel Section

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Created Discharge given Conveyance

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Created Discharge through Channel

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Created Hydraulic Radius of Channel Section given Conveyance of Channel Section

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Created Hydraulic Radius of Channel Section given Discharge

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Created Manning's Formula for Bed Slope given Discharge

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Created Manning's Formula for Conveyance given Discharge

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Created Manning's Formula for Conveyance of Section

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Created Manning's Formula for Discharge given Conveyance

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Created Manning's Formula for Hydraulic Radius of Channel Section given Conveyance of Section

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Created Manning's Formula for Roughness Coefficient given Conveyance of Section

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Created Constant K1 given Rotation due to Moment on Arch Dam

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Created Constant K2 given Deflection due to Thrust on Arch Dam

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Created Constant K3 given Deflection due to Shear on Arch Dam

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Created Constant K4 given Rotation due to Twist on Arch Dam

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Created Constant K5 given Deflection due to Moments on Arch Dam

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Created Constant K5 given Rotation due to Shear on Arch Dam

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Created Cross Sectional Area at Section 1 for Steady Flow

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Created Cross Sectional Area at Section 2 given Flow at Section 1 for Steady Flow

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

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Created Discharge through Section for Steady Incompressible Fluid

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Created Mass Density at Section 1 for Steady Flow

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Created Mass Density at Section 2 given Flow at Section 1 for Steady Flow

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Created Velocity at Section 1 for Steady Flow

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Created Velocity at Section 2 given Flow at Section 1 for Steady Flow

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

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1 More Continuity Equation Calculators

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Created Critical Depth for Parabolic Channel

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Created Critical Depth for Rectangular Channel

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Created Critical Depth for Triangular Channel

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Created Critical Depth given Critical Energy for Rectangular Channel

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Created Critical Depth given Critical Energy for Triangular Channel

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Created Critical Depth of Flow given Critical Energy for Parabolic Channel

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Created Critical Energy for Parabolic Channel

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Created Critical Energy for Rectangular Channel

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Created Critical Energy for Triangular Channel

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Created Critical Section Factor

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Created Discharge given Critical Depth for Parabolic Channel

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Created Discharge given Critical Depth for Triangular Channel

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Created Discharge given Critical Section Factor

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Created Discharge per unit Width given Critical Depth for Rectangular Channel

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Created Side Slope of Channel given Critical Depth for Parabolic Channel

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Created Side Slope of Channel given Critical Depth for Triangular Channel

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Verified Cross Sectional Area given Mass of Fluid Striking Plate

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2 More Cross Sectional Area Calculators

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Created Bed Slope using Mannings Equation

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Created Entrance Loss Coefficient given Head on Entrance using Mannings formula

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Created Entrance Loss Coefficient using formula for Head on Entrance measured from Bottom of Culvert

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Created Head on Entrance measured from Bottom of Culvert

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Created Head on Entrance measured from Bottom of Culvert using Mannings formula

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Created Manning's Formula for Hydraulic Radius given Velocity of Flow in Culverts

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Created Manning's Formula for Roughness Coefficient given Velocity of Flow in Culverts

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Created Normal Depth of Flow given Head on Entrance measured from Bottom of Culvert

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Created Normal Depth of Flow given Head on Entrance measured from Bottom using Mannings formula

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Created Velocity of Flow given Head on Entrance measured from Bottom of Culvert

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Created Velocity of Flow through Mannings Formulas in Culverts

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Created Liquid Column Height given Pressure Intensity at Radial Distance from Axis

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Created Pressure Intensity at Radial Distance r from Axis

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Created Pressure Intensity when Radial Distance is Zero

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Created Specific Weight of Liquid given Total Pressure Force on each end of Cylinder

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Created Total Pressure Force on Each End of Cylinder

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Created Atmospheric Pressure given Pressure at any Point with Origin at Free Surface

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Created Centripetal Acceleration Exerted on Liquid Mass at Radial Distance from Axis

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

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Created Constant Angular Velocity given Equation of Free Surface of Liquid

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Created Equation of Free Surface of liquid

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Created Pressure at any Point with Origin at Free Surface

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Created Radial Distance for Pressure at Any Point with Origin at Free Surface

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Created Radial Distance given Centripetal Acceleration from Axis

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

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Created Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations

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Created Equipotential Lines given discharge for Dams on Soft Foundations

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Created Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations

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Created Hydraulic Gradient per unit head for Dams on Soft Foundations

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Created Length of Conduit after using Area of Pipe in Discharge

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Created Length of Conduit given Neutral Stress per unit area for Dams on Soft Foundations

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Created Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations

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Created Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations

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Created Neutral Stress per unit area for Dams on Soft Foundations

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Created New Material Coefficient C2 for Dams on Soft or Porous Foundations

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Created Number of Beds given discharge for Dams on Soft Foundations

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Created Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations

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Created Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations

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Created Saturation for Total Pressure per unit Area for Dams on Soft Foundations

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Created Specific Gravity of Water given Neutral stress per unit area for Dams on Soft Foundations

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Created Total Pressure per unit Area for Dams on Soft Foundations

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Created Velocity given Length of Conduit after using Area of Pipe in Discharge

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Created Void Ratio given Total Pressure per unit Area for Dams on Soft Foundations

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Created Area of Pipe given Total Required Power

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Created Density of Fluid given Friction Factor

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Created Density of Liquid given Shear Stress and Darcy Friction Factor

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

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Created Diameter of Pipe given Friction Factor

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Created Diameter of Pipe given Head Loss due to Frictional Resistance

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Created Dynamic Viscosity given Friction Factor

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Created Head Loss due to Frictional Resistance

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Created Length of Pipe given Head Loss due to Frictional Resistance

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Created Pressure Gradient given Total Required Power

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Created Reynolds Number given Friction Factor

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Created Shear Stress given Friction Factor and Density

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Created Shear Velocity

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Created Total Required Power

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Created Length of Piston for Pressure Drop over Piston

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Created Length of Piston for Shear Force Resisting Motion of Piston

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Created Length of Piston for Vertical Upward Force on Piston

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Created Pressure Drop over Length of Piston given Vertical Upward Force on Piston

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Created Pressure Drop over Piston

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Created Pressure Gradient given Rate of Flow

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Created Pressure Gradient given Velocity of Flow in Oil Tank

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Created Shear Force Resisting Motion of Piston

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Created Total Forces

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Created Velocity of Flow in Oil Tank

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Created Vertical Force given Total Force

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Created Vertical Upward Force on Piston given Piston Velocity

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

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Verified Short Term Deflection at Transfer

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Verified Deflection due to Prestressing Force before Losses when Short Term Deflection at Transfer

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Verified Length of Span given Deflection due to Prestressing for Doubly Harped Tendon

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Verified Moment of Inertia for Deflection due to Prestressing in Doubly Harped Tendon

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Verified Young's Modulus given Deflection due to Prestressing for Doubly Harped Tendon

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14 More Deflection due to Prestressing Force Calculators

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Created Deflection due to Moments on Arch Dam

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Created Deflection due to Shear on Arch Dam

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Created Deflection due to Thrust on Arch Dam

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Verified Average Depth of Harbor for Water Volume Exchanged during Entire Tide Period

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Verified Average Harbor Depth given Portion caused by Filling

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Verified Average River Density over one Tide Period given Relative Density

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Verified Cross-Sectional Area of Entrance given Water Volume exchanged during entire Tide Period

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Verified Density Influence given Ratio of Water Volume entering Harbor per Tide

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Verified Difference between High and Low Tide Levels given Portion caused by Filling

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Verified Maximum River Density given Relative Density

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Verified Minimum River Density given Relative Density

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Verified Portion caused by Filling Evaluated by Comparing Tidal Prism of Harbor to Total Harbor Volume

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Verified Portion caused by Filling given Average Harbor Depth

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Verified Portion caused by Filling given Ratio of Water Volume Entering Harbor per Tide

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Verified Ratio of Water Volume entering Harbor per Tide to Harbor Volume

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Verified Relative Density given River Density

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Verified Relative Density given Velocity in Dry Bed Curve

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Verified Tidal Prism of Harbor Basin

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Verified Tidal Prism of Harbor Basin given Difference between High and Low Tide Levels

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Verified Total Harbor Volume based upon Depth

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Verified Total Harbor Volume based upon Depth given difference between High and Low Tide Levels

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Verified Total Water Volume Exchanged during entire Tide Period

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Verified Velocity in Dry Bed Curve

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3 More Density Currents in Harbors Calculators

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Created Component of Velocity in X Direction using Slope of Streamline

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Created Component of Velocity in Y Direction given Slope of Streamline

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Created Slope of Streamline

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Verified Dynamic Viscosity given Power Requirement for Rapid Mixing Operations

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Verified Flow Rate of Secondary Effluent given Volume of Flocculation Basin

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Verified Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations

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Verified Power Requirement for Rapid Mixing Operations in Wastewater Treatment

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Verified Time in Minutes Per Day given Volume of Flocculation Basin

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Verified Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations

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Verified Volume of Rapid Mix Basin

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Verified Wastewater Flow given Volume of Rapid Mix Basin

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11 More Design of Rapid Mix Basin and Flocculation Basin Calculators

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Verified Angle Made by Pendulum

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Verified Distance Moved by Pendulum on Horizontal scale

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Verified Length of Plumb Line

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Verified Discharge for Notch which is to be Calibrated

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6 More Discharge Calculators

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Verified Perimeter when Inlet Capacity for Flow Depth is up to 4.8 inches

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9 More Disposing of Storm Water Calculators

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Created Dynamic Viscosity for Discharge through Pipe

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Created Dynamic Viscosity given Maximum Velocity at Axis of Cylindrical Element

Go

Created Dynamic Viscosity given Pressure Gradient at Cylindrical Element

Go

Created Dynamic Viscosity given Velocity at any point in Cylindrical Element

Go

Created Dynamic Viscosity given Maximum Velocity between Plates

Go

Created Dynamic Viscosity given Mean Velocity of Flow with Pressure Gradient

Go

Created Dynamic Viscosity given Pressure Difference

Go

Created Dynamic Viscosity using Velocity Distribution Profile

Go

Verified Weight on Drivers given Usable Pull

Go

Verified Weight on Wheels given Rolling Resistance

Go

Verified Weight on Wheels using Grade Resistance for Motion on Slope

Go

9 More Earth Moving Calculators

Go

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

Go

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

Go

Verified Error in Head for Rectangular Weir

Go

Verified Error in Head for Triangular Weir

Go

Created Effective Head for Power in Kilowatt

Go

Created Effective Head for Power obtained from Water Flow in Horsepower

Go

Created Efficiency of Turbine and Generator for Power obtained from Water Flow in Horsepower

Go

Created Efficiency of Turbine and Generator given Power in Kilowatt

Go

Created Efficiency of Turbine and Generator given Power obtained from Water Flow in Horsepower

Go

Created Efficiency of turbine and generator given Power obtained from water flow in Kilowatt

Go

Created Elastic Modulus of Rock given Deflection due to Moments on Arch Dam

Go

Created Elastic Modulus of Rock given Deflection due to Shear on Arch Dam

Go

Created Elastic Modulus of Rock given Deflection due to Thrust on Arch Dam

Go

Created Elastic Modulus of Rock given Rotation due to Moment on Arch Dam

Go

Created Elastic Modulus of Rock given Rotation due to Shear on Arch Dam

Go

Created Elastic Modulus of Rock given Rotation due to Twist on Arch Dam

Go

Created Coefficient of Discharge of Elbow Meter given Discharge

Go

Created Cross-Sectional Area of Elbow Meter given Discharge

Go

Created Differential Pressure Head of Elbow Meter

Go

Created Discharge through Pipe in Elbowmeter

Go

Created Cross Sectional Area with known Elongation of Tapering Bar due to Self Weight

Go

Created Elongation due to Self Weight in Prismatic Bar

Go

Created Elongation due to Self Weight in Prismatic Bar using Applied Load

Go

Created Elongation of Truncated Conical Rod due to Self Weight

Go

Created Length of Bar using Elongation due to Self Weight in Prismatic bar

Go

Created Length of Bar using its Uniform Strength

Go

Created Length of Rod of Truncated Conical Section

Go

Created Modulus of Elasticity of Bar with known elongation of Truncated Conical Rod due to Self Weight

Go

Created Modulus of Elasticity of Rod using Extension of Truncated Conical Rod due to Self Weight

Go

Created Specific weight of Truncated Conical Rod using its elongation due to Self Weight

Go

Created Uniform Stress on Bar due to Self-Weight

Go

Created Elongation of Conical bar due to Self Weight

Go

Created Elongation of Conical Bar due to Self Weight with known Cross-sectional area

Go

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

Go

Created Length of Bar using Elongation of Conical Bar with Cross-sectional area

Go

Created Length of Circular Tapering Rod when deflection due to load

Go

Created Length of Prismatic Rod given Elongation due to Self Weight in Uniform Bar

Go

Created Load on Conical Bar with known Elongation due to Self Weight

Go

Created Load on Prismatic Bar with known Elongation due to Self Weight

Go

Created Modulus of Elasticity of Bar given Elongation of Conical Bar due to Self Weight

Go

Created Modulus of Elasticity of Conical Bar with known Elongation and Cross-sectional area

Go

Created Modulus of Elasticity of Prismatic Bar with known Elongation due to Self Weight

Go

Created Self Weight of Conical section with known Elongation

Go

Created Self Weight of Prismatic Bar with known Elongation

Go

Created Chezy Formula for Energy Slope of Rectangular Channel

Go

Created Energy Slope given Slope of Dynamic Equation of Gradually Varied Flow

Go

Created Energy Slope of Channel given Energy Gradient

Go

Created Energy Slope of Rectangular channel

Go

Created Entrance Loss Coefficient given Velocity of Flow Fields

Go

Created Head Loss in Flow

Go

Created Hydraulic Radius of Culvert given Velocity of Flow Fields

Go

Created Length of Culvert given Velocity of Flow Fields

Go

Created Velocity of Flow Fields

Go

Verified Adiabatic Exponent or Adiabatic Index

Go

Verified Atmospheric Pressure According to Polytropic Process

Go

Verified Density According to Polytropic Process

Go

Verified Height of Fluid Column of Constant Specific Weight

Go

Verified Initial Density According to Polytropic Process

Go

Verified Initial Pressure according to Polytropic Process

Go

Verified Positive Constant

Go

1 More Equilibrium of Compressible Fluid Atmospheric Equilibrium Calculators

Go

Created Bending Stress of Circular Shaft given Equivalent Bending Moment

Go

Created Diameter of Circular Shaft for Equivalent Torque and Maximum Shear Stress

Go

Created Diameter of Circular Shaft given Equivalent Bending Stress

Go

Created Equivalent Bending Moment of Circular Shaft

Go

Created Equivalent Torque given Maximum Shear Stress

Go

Created Maximum Shear Stress due to Equivalent Torque

Go

1 More Equivalent Bending Moment and Torque Calculators

Go

Verified Coefficient of Drag at 10m Reference Level given Wind Stress

Go

Verified Friction Velocity given Wind Speed at Height above Surface

Go

Verified Friction Velocity given Wind Stress

Go

Verified Height z above Surface given Standard Reference Wind Speed

Go

Verified Rate of Momentum Transfer at Standard Reference Height for Winds

Go

Verified Wind Speed at Height z above Surface

Go

Verified Wind Speed at Height z above Surface given Standard Reference Wind Speed

Go

Verified Wind Speed at Standard 10-m Reference Level

Go

Verified Wind Speed given Coefficient of Drag at 10-m Reference Level

Go

Verified Wind Stress given Friction Velocity

Go

Verified Wind Stress in Parametric Form

Go

13 More Estimating Marine and Coastal Winds Calculators

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Created Datum Height at Section 1 from Bernoulli Equation

Go

Created Datum Height using Piezometric Head for Steady Non-Viscous Flow

Go

Created Piezometric Head for Steady Non Viscous Flow

Go

Created Pressure at Section 1 from Bernoulli Equation

Go

Created Pressure Head for Steady Non Viscous Flow

Go

Created Pressure using Pressure Head for Steady Non Viscous Flow

Go

Created Velocity at Section 1 from Bernoulli Equation

Go

Created Velocity Head for Steady Non Viscous Flow

Go

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

Go

Verified Velocity of jet for mass of fluid striking plate

Go

5 More Flat Plate Normal to the Jet Calculators

Go

Created Equivalent Width of Flitched Beam

Go

Created Modular Ratio for Equivalent Width of Flitched Beam

Go

Created Thickness of Steel given Equivalent Width of Flitched Beam

Go

Verified Velocity using Water Flow Equation

Go

7 More Flow Velocity in Straight Sewers Calculators

Go

Verified Pressure at Point in Liquid given Pressure Head

Go

Verified Pressure Difference between Two Points in Liquid

Go

Verified Pressure Head of Liquid

Go

Verified Pressure Head of Liquid given Pressure Head of another Liquid having same Pressure

Go

Verified Average per Cycle Exchange Coefficient

Go

Verified Concentration of Substance after i Tidal Cycles

Go

Verified Froude Number where Particle Motion in Vessel generated Waves does not Reach Bottom

Go

Verified Initial Concentration of Substance in Harbor Water

Go

Verified Vessel Speed given Froude Number

Go

Verified Water Depth given Froude Number

Go

11 More Flushing or Circulation Processes and Vessel Interactions Calculators

Go

Created Deflection in Leaf Spring given Load

Go

Created Load given Deflection in Leaf Spring

Go

Created Modulus of Elasticity in Leaf Spring given Deflection

Go

Created Number of plates given Deflection in Leaf Spring

Go

Created Thickness given Deflection in Leaf Spring

Go

Created Width given Deflection in Leaf Spring

Go

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

Go

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

Go

Verified Force Exerted by Jet in direction of Flow of Jet

Go

Verified Force Exerted by jet with relative velocity

Go

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

Go

Created Compressibility Force given Sum of Total Forces influencing Motion of Fluid

Go

Created Gravity Force given Sum of Total Forces influencing Motion of Fluid

Go

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

Go

Created Pressure Force given Sum of Total Forces influencing Motion of Fluid

Go

Created Sum of Total Forces Influencing Motion of Fluid

Go

Created Surface Tension Force given Sum of Total Forces influencing Motion of Fluid

Go

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

Go

Created Viscous Force given Sum of Total Forces influencing Motion of Fluid

Go

Verified Form Drag Coefficient given Form Drag of Vessel

Go

Verified Vessel Beam given Form Drag of Vessel

Go

4 More Form Drag Calculators

Go

Created Friction Factor

Go

Created Friction Factor given Reynolds Number

Go

Created Friction Factor given Shear Stress and Density

Go

Created Friction Factor given Shear Velocity

Go

Created Friction Factor when Head Loss is due to Frictional Resistance

Go

Verified Coefficient of Friction given Px

Go

Verified Prestress Force at Distance X by Taylor Series Expansion

Go

Verified Prestress Force at Stressing End using Taylor Series Expansion

Go

Verified Prestressing Force at Distance x from Stretching End for Known Resultant

Go

Verified Resultant of Vertical Reaction from Concrete on Tendon

Go

Verified Wobble Coefficient k given Px

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1 More Friction Loss Calculators

Go

Created Angle of Sector given Top Width

Go

Created Angle of Sector given Wetted Perimeter

Go

Created Diameter of Section given Hydraulic Depth

Go

Created Diameter of Section given Hydraulic Radius for Channel

Go

Created Diameter of Section given Section Factor

Go

Created Diameter of Section given Top Width

Go

Created Diameter of Section given Wetted Area

Go

Created Diameter of Section given Wetted Perimeter

Go

Created Hydraulic Depth of Circle

Go

Created Hydraulic Radius given Angle

Go

Created Section Factor for Circle

Go

Created Top Width for Circle

Go

Created Wetted Area for Circle

Go

Created Wetted Perimeter for circle

Go

Created Depth of Flow given Hydraulic Depth for Parabola

Go

Created Depth of Flow given Section Factor for Parabola

Go

Created Depth of Flow given Top Width for Parabola

Go

Created Depth of Flow given Wetted Area for Parabola

Go

Created Hydraulic Depth for Parabola

Go

Created Hydraulic Radius given Width

Go

Created Top Width for Parabola

Go

Created Top Width given Hydraulic Radius

Go

Created Top Width given Wetted Area

Go

Created Top Widths given Section Factor

Go

Created Wetted Area

Go

Created Wetted Area given Top Width

Go

Created Wetted Perimeter for Parabola

Go

Created Depth of Flow given Hydraulic Radius in Rectangle

Go

Created Depth of Flow given Section Factor for Rectangle Channel

Go

Created Depth of Flow given Wetted Area for Rectangle

Go

Created Depth of Flow given Wetted Perimeter for Rectangle

Go

Created Hydraulic Radius of Open Channel

Go

Created Section Factor for Rectangle

Go

Created Wetted Area for Rectangle

Go

Created Wetted Perimeter for Rectangular Section

Go

Created Width of Section given Hydraulic Radius of Rectangle

Go

Created Width of Section given Perimeter

Go

Created Width of Section given Section Factor

Go

Created Width of Section given Wetted Areas

Go

Created Depth of Flow given Top Width for Trapezoidal

Go

Created Depth of Flow given Wetted Perimeter for Trapezoidal

Go

Created Hydraulic Depth for Trapezoidal

Go

Created Hydraulic Radius of Section

Go

Created Section Factor for Trapezoidal

Go

Created Side Slope of Section given Hydraulic Depth

Go

Created Side Slope of Section given Perimeter

Go

Created Side Slope of Section given Top Width for Trapezoidal

Go

Created Side Slope of Section given Wetted Area of Trapezoidal

Go

Created Top Width for Trapezoidal

Go

Created Wetted Area for Trapezoidal

Go

Created Wetted Perimeter for Trapezoidal

Go

Created Width of Section given Hydraulic Depth

Go

Created Width of Section given Top Width

Go

Created Width of Section given Wetted Area for Trapezoidal

Go

Created Width of Section given Wetted Perimeters in Section

Go

Created Width of Sections given Hydraulic Radius

Go

Created Depth of Flow for Wetted Perimeter for Triangle

Go

Created Depth of Flow given Hydraulic Depth for Triangle

Go

Created Depth of Flow given Hydraulic Radius for Triangle

Go

Created Depth of Flow given Section Factor for Triangle Channel

Go

Created Depth of Flow given Top Width for Triangle

Go

Created Depth of Flow given Wetted Area for Triangle

Go

Created Hydraulic Depth for Triangle

Go

Created Hydraulic Radius of Flow

Go

Created Section Factor for Triangle

Go

Created Side Slope of Section given Hydraulic Radius

Go

Created Side Slope of Section given Section Factor

Go

Created Side Slope of Section given Top Width for Triangle

Go

Created Side Slope of Section given Wetted Area

Go

Created Side Slope of Section given Wetted Perimeters

Go

Created Top Width for Triangle

Go

Created Wetted Area for Triangular

Go

Created Wetted Perimeter for Triangular Section

Go

Created Camber given Gradient

Go

Created Distance from Center of Camber given Height for Parabolic Shape Camber

Go

Created Grade Compensation formula 1

Go

Created Grade Compensation formula 2

Go

Created Gradient given Camber

Go

Created Gradient given Height for Parabolic Shape Camber

Go

Created Height for Parabolic Shape Camber

Go

Created Height for Straight Line Camber

Go

Created Radius of Road given Grade Compensation formula 1

Go

Created Radius of Road given Grade Compensation formula 2

Go

Created Width of Road given Height for Parabolic Shape Camber

Go

Created Width of Road given Height for Straight Line Camber

Go

Created Area given Stress due to gradually Applied Load

Go

Created Load given Stress due to gradually Applied Load

Go

Created Stress due to gradually Applied Load

Go

Created Area of Section given Energy Gradient

Go

Created Area of Section given Froude Number

Go

Created Area of Section given Total Energy

Go

Created Bed Slope given Energy Slope of Rectangular channel

Go

Created Bed Slope given Slope of Dynamic Equation of Gradually Varied Flow

Go

Created Bottom Slope of Channel given Energy Gradient

Go

Created Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel

Go

Created Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel

Go

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

Go

Created Depth of Flow given Energy Slope of Rectangular channel

Go

Created Depth of Flow given Total Energy

Go

Created Discharge given Energy Gradient

Go

Created Discharge given Froude Number

Go

Created Discharge given Total Energy

Go

Created Energy Gradient given Bed Slope

Go

Created Energy Gradient given Slope

Go

Created Froude Number given Slope of Dynamic Equation of Gradually Varied Flow

Go

Created Froude Number given Top Width

Go

Created Normal Depth given Energy Slope of Rectangular channel

Go

Created Slope of Dynamic Equation of Gradually Varied Flow given Energy Gradient

Go

Created Slope of Dynamic Equation of Gradually Varied Flows

Go

Created Top Width given Energy Gradient

Go

Created Top Width given Froude Number

Go

Created Total Energy of Flow

Go

Created Density of Water given Water Pressure in Gravity Dam

Go

Created Eccentricity for Vertical Normal Stress at Downstream Face

Go

Created Eccentricity given Vertical Normal Stress at Upstream Face

Go

Created Total Vertical Force for Vertical Normal Stress at Upstream Face

Go

Created Total Vertical Force given Vertical Normal Stress at Downstream Face

Go

Created Vertical Normal Stress at Downstream Face

Go

Created Vertical Normal Stress at Upstream Face

Go

Created Water Pressure in Gravity Dam

Go

Verified Cumulative Infiltration Capacity given Green-Ampt Parameters of Infiltration Model

Go

5 More Green Ampt Equation (1911) Calculators

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Created Diameter of Pipe given Head Loss over Length of Pipe

Go

Created Diameter of Pipe given Head Loss over Length of Pipe with Discharge

Go

Created Diameter of Pipe given Pressure Drop over Length of Pipe

Go

Created Diameter of Pipe given Pressure Drop over Length of Pipe with Discharge

Go

Created Discharge given Pressure Drop over Length of Pipe

Go

Created Dynamic Viscosity given Head Loss over Length of Pipe

Go

Created Dynamic Viscosity given Head Loss over Length of Pipe with Discharge

Go

Created Dynamic Viscosity given Pressure Drop over Length of Pipe

Go

Created Dynamic Viscosity given Pressure Drop over Length of Pipe with Discharge

Go

Created Head Loss over Length of Pipe

Go

Created Head Loss over Length of Pipe given Discharge

Go

Created Length of Pipe given Head Loss over Length of Pipe

Go

Created Length of Pipe given Head Loss over Length of Pipe with Discharge

Go

Created Length of Pipe given Pressure Drop over Length of Pipe

Go

Created Length of Pipe given Pressure Drop over Length of Pipe with Discharge

Go

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

Go

Created Mean Velocity of Flow given Pressure Drop over Length of Pipe

Go

Created Pressure drop over length of pipe

Go

Created Pressure Drop over Length of Pipe given Discharge

Go

Created Specific Weight of Liquid given Head Loss over Length of Pipe

Go

Verified Additional Length

Go

Verified Additional Length to Account for Mass Outside Each End of Channel

Go

Verified Basin Surface Area given Resonant Period for Helmholtz Mode

Go

Verified Channel Cross-sectional Area given Resonant Period for Helmholtz Mode

Go

Verified Channel Length for Resonant Period for Helmholtz Mode

Go

Verified Resonant Period for Helmholtz Mode

Go

15 More Harbor Oscillations Calculators

Go

Created Diameter of Tyre given Hoop Stress due to Temperature Fall

Go

Created Diameter of Wheel given Hoop Stress due to Temperature Fall

Go

Created Hoop Stress due to Temperature Fall

Go

Created Hoop Stress due to Temperature Fall given Strain

Go

Created Modulus of Elasticity given Hoop Stress due to Temperature Fall with Strain

Go

Created Strain for Hoop Stress due to Temperature Fall

Go

Created Area given Horizontal Shear Flow

Go

Created Distance from Centroid given Horizontal Shear Flow

Go

Created Horizontal Shear Flow

Go

Created Moment of Inertia given Horizontal Shear Flow

Go

Created Shear given Horizontal Shear Flow

Go

Created Hydraulic Depth

Go

Created Hydraulic Radius or Hydraulic Mean Depth

Go

Created Top Width given Hydraulic Depth

Go

Created Wetted Area given Hydraulic Depth

Go

Created Wetted Area given Hydraulic Mean Depth

Go

Created Wetted Perimeter given Hydraulic Mean Depth

Go

Verified Head given Discharge through Notch which is to be Calibrated

Go

7 More Hydraulic Head Calculators

Go

Created Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations

Go

Created Depth below Surface given Neutral Stress per unit Area for Dams on Soft Foundations

Go

Created Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations

Go

Created Head given Neutral Stress per unit Area for Dams on Soft Foundations

Go

Created Conjugate Depth y1 given Critical Depth

Go

Created Conjugate Depth y1 given Discharge per Unit Width of Channel

Go

Created Conjugate Depth y1 given Froude Number Fr1

Go

Created Conjugate Depth y1 given Froude Number Fr2

Go

Created Conjugate Depth y2 given Critical Depth

Go

Created Conjugate Depth y2 given Discharge per Unit Width of Channel

Go

Created Conjugate Depth y2 given Froude Number Fr1

Go

Created Conjugate Depth y2 given Froude Number Fr2

Go

Created Discharge Per Unit Width of Channel given Conjugate Depths

Go

Created Energy loss in Hydraulic Jump

Go

Created Energy Loss in Hydraulic Jump given Mean Velocities

Go

Created Flow Rate for Power obtained from Water Flow in Horsepower

Go

Created Flow Rate given Power in Kilowatt

Go

Created Flow Rate given Power obtained from Water Flow in Horsepower

Go

Created Flow Rate given Power obtained from Water Flow in Kilowatt

Go

Created Potential Energy of Volume of Water in Hydroelectric Power Generation

Go

Created Total Weight of Water given Potential Energy in Hydroelectric Power Generation

Go

Created Breadth of Flange Given Longitudinal Shear Stress in Web for I beam

Go

Created Breadth of Web given Longitudinal Shear Stress in Web for I beam

Go

Created Longitudinal Shear Stress in Flange at Lower Depth of I beam

Go

Created Longitudinal Shear Stress in Web for I beam

Go

Created Maximum Longitudinal Shear Stress in Web for I beam

Go

Created Moment of Inertia given Longitudinal Shear Stress at lower edge in Flange of I beam

Go

Created Moment of Inertia given Longitudinal Shear Stress in Web for I beam

Go

Created Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam

Go

Created Transverse Shear given Longitudinal Shear Stress in Flange for I beam

Go

3 More I Beam Calculators

Go

Created Stress due to Impact Load

Go

Created Chezy Constant using Chezy Formula given Normal Depth of Wide Rectangular Channel

Go

Created Chezy Formula for Bed Slope given Normal Depth of Wide Rectangular Channel

Go

Created Chezy Formula for Critical Depth given Normal Depth of Wide Rectangular Channel

Go

Created Chezy Formula for Energy Slope

Go

Created Chezy Formula for Hydraulic Radius given Energy Slope

Go

Created Chezy Formula for Mean Velocity given Energy Slope

Go

Created Chezy Formula for Normal Depth of Wide Rectangular Channel

Go

Created Chezy's Constant using Chezy Formula given Energy Slope

Go

Created Manning's Formula for Energy Slope

Go

Created Manning's Formula for Hydraulic Radius given Energy Slope

Go

Created Manning's Formula for Mean Velocity given Energy Slope

Go

Created Manning's Formula for Roughness Coefficient given Energy Slope

Go

Created Actual Velocity given Force exerted on Tank due to Jet

Go

Created Area of Hole given Coefficient of Velocity for Jet

Go

Created Area of Jet given Force exerted on Tank due to Jet

Go

Created Force exerted on Tank due to Jet

Go

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

Go

Created Specific Weight of Liquid given Coefficient of Velocity for Jet

Go

Created Specific Weight of Liquid given Force exerted on Tank due to Jet

Go

Created Absolute Velocity of Issuing jet given Propelling Force

Go

Created Absolute Velocity of Issuing Jet given Relative Velocity

Go

Created Area of Issuing Jet given Weight of Water

Go

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

Go

Created Efficiency of Propulsion

Go

Created Efficiency of Propulsion given Head Loss due to Friction

Go

Created Kinetic Energy of Water

Go

Created Propelling Force

Go

Created Velocity of Jet Relative to Motion of Ship given Kinetic Energy

Go

Created Velocity of Moving Ship given Relative Velocity

Go

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

Go

Verified Absolute Velocity for Mass of Fluid Striking Vane per Second

Go

Verified Efficiency of Jet

Go

Verified Kinetic Energy of Jet per Second

Go

Verified Mass of Fluid Striking Vane per Seconds

Go

Verified Maximum Efficiency

Go

Verified Velocity of Vane for given Mass of Fluid

Go

Verified Velocity of Vane given Exerted Force by Jet

Go

Verified Work Done by Jet on Vane per Second

Go

Verified Work Done per Second given Efficiency of Wheel

Go

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

Go

Verified Mass of Fluid Striking Vanes per Second

Go

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

Go

Created Jet Velocity given Output Power

Go

Created Jet Velocity given Power Lost

Go

Created Jet Velocity given Theoretical Propulsive Efficiency

Go

Created Jet Velocity given Thrust on Propeller

Go

Created Coefficient of Drag given density

Go

Created Coefficient of Drag given Drag Force

Go

Created Coefficient of Drag given Reynolds Number

Go

Created Density of Fluid given Drag Force

Go

Created Diameter of Sphere for given Fall Velocity

Go

Created Diameter of Sphere given Coefficient of Drag

Go

Created Diameter of Sphere given Resistance Force on Spherical Surface

Go

Created Drag Force given Coefficient of Drag

Go

Created Dynamic Viscosity of fluid given Resistance Force on Spherical Surface

Go

Created Dynamic Viscosity of fluid given Terminal Fall Velocity

Go

Created Projected Area given Drag Force

Go

Created Resistance Force on Spherical Surface

Go

Created Resistance Force on Spherical Surface given Specific Weights

Go

Created Reynolds Number given Coefficient of Drag

Go

Created Terminal Fall Velocity

Go

Created Velocity of Sphere given Coefficient of Drag

Go

Created Velocity of Sphere given Drag Force

Go

Created Velocity of Sphere given Resistance Force on Spherical Surface

Go

Created Distance between Plates given Flow Velocity with No Pressure Gradient

Go

Created Dynamic Viscosity given Flow Velocity

Go

Created Dynamic Viscosity given Stress

Go

Created Flow Velocity given No Pressure Gradient

Go

Created Flow Velocity of Section

Go

Created Horizontal Distance given Flow Velocity with No Pressure Gradient

Go

Created Mean Velocity of Flow given Flow Velocity

Go

Created Mean Velocity of Flow given Flow Velocity with No Pressure Gradient

Go

Created Mean Velocity of Flow given Shear Stress

Go

Created Pressure Gradient given Flow Velocity

Go

Created Pressure Gradient given Shear Stress

Go

Created Shear Stress given Velocity

Go

Created Discharge given Mean Velocity of Flow

Go

Created Discharge given Viscosity

Go

Created Distance between Plates given Discharge

Go

Created Distance between Plates given Maximum Velocity between Plates

Go

Created Distance between Plates given Mean Velocity of Flow

Go

Created Distance between Plates given Mean Velocity of Flow with Pressure Gradient

Go

Created Distance between Plates given Pressure Difference

Go

Created Distance between Plates given Pressure Head Drop

Go

Created Distance between Plates given Shear Stress Distribution Profile

Go

Created Distance between Plates using Velocity Distribution Profile

Go

Created Horizontal Distance given Shear Stress Distribution Profile

Go

Created Length of Pipe given Pressure Difference

Go

Created Length of Pipe given Pressure Head Drop

Go

Created Maximum Shear Stress in fluid

Go

Created Maximum Velocity between Plates

Go

Created Maximum Velocity given Mean Velocity of Flow

Go

Created Pressure Difference

Go

Created Pressure Head Drop

Go

Created Shear Stress Distribution Profile

Go

Created Velocity Distribution Profile

Go

Created Bed Shear Stress

Go

Created Bed Slope given Bed Shear Stress

Go

Created Diameter of Section given Bed Shear Stress

Go

Created Diameter of Section given Discharge per Unit Channel Width

Go

Created Diameter of Section given Mean Velocity of Flow

Go

Created Diameter of Section given Potential Head Drop

Go

Created Diameter of Section given Slope of Channel

Go

Created Discharge per unit channel width

Go

Created Dynamic Viscosity given Discharge per Unit Channel Width

Go

Created Dynamic Viscosity given Mean Velocity of Flow in Section

Go

Created Length of Pipe given Potential Head Drop

Go

Created Mean Velocity of Flow in Section

Go

Created Potential Head Drop

Go

Created Shear Stress given Slope of Channel

Go

Created Slope of Channel given Discharge per Unit Channel Width

Go

Created Slope of Channel given Mean Velocity of Flow

Go

Created Slope of Channel given Shear Stress

Go

Created Dynamic Viscosity given Flow Velocity of Stream

Go

Created Dynamic Viscosity given Velocity Gradient with Shear Stress

Go

Created Flow Velocity of Stream

Go

Created Piezometric Gradient given Flow Velocity of Stream

Go

Created Piezometric Gradient given Shear Stress

Go

Created Piezometric Gradient given Velocity Gradient with Shear Stress

Go

Created Radius of Elemental Section of Pipe given Flow Velocity of Stream

Go

Created Radius of Elemental Section of Pipe given Shear Stress

Go

Created Radius of Elemental Section of Pipe given Velocity Gradient with Shear Stress

Go

Created Radius of Pipe for Flow Velocity of Stream

Go

Created Shear Stresses

Go

Created Specific Weight of Fluid given Shear Stress

Go

Created Specific Weight of Liquid given Flow Velocity of Stream

Go

Created Specific Weight of Liquid given Velocity Gradient with Shear Stress

Go

Created Velocity Gradient given Piezometric Gradient with Shear Stress

Go

Created Coefficient of Permeability given Velocity

Go

Created Hydraulic Gradient given Velocity

Go

Created Mean Velocity using Darcy's Law

Go

Created Deflection in Leaf Spring given Moment

Go

Created Length given Deflection in Leaf Spring

Go

Created Modulus of Elasticity given Deflection in Leaf Spring and Moment

Go

Created Moment given Deflection in Leaf Spring

Go

Created Moment of Inertia given Deflection in Leaf Spring

Go

Created Length given Maximum Bending Stress of Leaf Spring

Go

Created Load given Maximum Bending Stress of Leaf Spring

Go

Created Maximum Bending Stress of Leaf Spring

Go

Created Number of Plates given Maximum Bending Stress of Leaf Spring

Go

Created Thickness given Maximum Bending Stress of Leaf Spring

Go

Created Width given Maximum Bending Stress of Leaf Spring

Go

Created Deflection given Proof Load on Leaf Spring

Go

Created Length given Proof Load on Leaf Spring

Go

Created Modulus of Elasticity given Proof Load on Leaf Spring

Go

Created Number of Plates given Proof Load on Leaf Spring

Go

Created Proof Load on Leaf Spring

Go

Created Thickness given Proof Load on Leaf Spring

Go

Created Width given Proof Load on Leaf Spring

Go

Created Angle of Inclination of Free Surface

Go

Created Constant Horizontal Acceleration given Angle of Inclination of Free Surface

Go

Created Constant Horizontal Acceleration given Slope of Surface of Constant Pressure

Go

Created Gauge Pressure at Any Point in Liquid with Height

Go

Created Pressure at Any Points in Liquid

Go

Created Specific Weight of liquid for Gauge Pressure at point in liquid

Go

Created Specific Weight of Liquid given Total Force exerted at any Section of Container

Go

Created Total Force Exerted at Any Section on Container

Go

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

Go

Created Vertical Depth below Surface for Gauge Pressure at any point in Liquid

Go

Created Width of Tank Perpendicular to Motion given Total Force Exerted at Any Section of Tank

Go

Created Atmospheric Pressure given Pressure at Any Point in Liquid in Constant Vertical Acceleration

Go

Created Constant Acceleration given Net Force Acting in Vertical Upward Direction of Tank

Go

Created Constant Vertical Upward Acceleration for Gauge Pressure at any Point in Liquid

Go

Created Constant Vertical Upward Acceleration given Pressure at any Point in Liquid

Go

Created Gauge Pressure at Any Point in Liquid Flow

Go

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

Go

Created Net Force Acting in Vertical Upward Direction of Tank

Go

Created Pressure at Any Point in Liquids

Go

Created Specific Weight of Liquid given Pressure at point in Liquid

Go

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

Go

Created Vertical Depth below Free Surface for Gauge Pressures at any point in Liquid

Go

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

Go

Created Buckling Stress for Q Factor Less than or Equal to 1

Go

Created Buckling Stress given Maximum Strength

Go

Created Buckling Stress when Q Factor is Greater than 1

Go

Created Column Gross Effective Area given Maximum Strength

Go

Created Maximum Strength for Compression Members

Go

Created Q Factor

Go

Created Steel Yield Strength given Buckling Stress for Q Factor Greater than 1

Go

Created Steel Yield Strength given Buckling Stress for Q Factor Less than or Equal to 1

Go

Created Steel Yield Strength given Q Factor

Go

Verified Concentrated Load given Deflection at Top

Go

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

Go

Verified Deflection at Top due to Concentrated Load

Go

Verified Deflection at Top due to Fixed against Rotation

Go

Verified Deflection at Top due to Uniform Load

Go

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

Go

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

Go

Verified Modulus of Elasticity of Wall Material given Deflection

Go

Verified Wall Thickness given Deflection

Go

Verified Wall Thickness given Deflection at Top due to Concentrated Load

Go

Verified Wall Thickness given Deflection at Top due to Fixed against Rotation

Go

Created Allowable Bearing Stresses on Pins for Buildings for LFD

Go

Created Allowable Bearing Stresses on Pins not Subject to Rotation for Bridges for LFD

Go

Created Allowable Bearing Stresses on Pins Subject to Rotation for Bridges for LFD

Go

Created Area of Flange for Braced Non-Compact Section for LFD

Go

Created Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length

Go

Created Maximum Bending Strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges

Go

Created Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges

Go

Created Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Go

Created Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges

Go

Created Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Go

Created Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

Go

Created Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Go

Created Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

Go

Created Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness

Go

Created Area given Longitudinal Shear Stress

Go

Created Breadth for given Longitudinal Shear Stress

Go

Created Maximum Distance from Neutral Axis to Extreme Fiber given Longitudinal Shear Stress

Go

Created Moment of Inertia given Longitudinal Shear Stress

Go

Created Average Longitudinal Shear Stress for Rectangular Section

Go

Created Breadth for given Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Breadth given Average Longitudinal Shear Stress for Rectangular Section

Go

Created Depth given Average Longitudinal Shear Stress for Rectangular Section

Go

Created Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Transverse Shear given Average Longitudinal Shear Stress for Rectangular Section

Go

Created Transverse Shear given Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Average Longitudinal Shear Stress for Solid Circular Section

Go

Created Maximum Longitudinal Shear Stress for Solid Circular Section

Go

Created Radius given Average Longitudinal Shear Stress for Solid Circular Section

Go

Created Radius given Maximum Longitudinal Shear Stress for Solid Circular Section

Go

Created Transverse Shear given Average Longitudinal Shear Stress for Solid Circular Section

Go

Created Transverse Shear given Maximum Longitudinal Shear Stress for Solid Circular Section

Go

Created Moment of Inertia of Longitudinal Stiffeners

Go

Created Web Thickness given Moment of Inertia of Longitudinal Stiffeners

Go

Created Dynamic Viscosity given Pressure Gradient

Go

Created Pressure Gradient

Go

Created Rate of Flow given Pressure Gradient

Go

Created Manning's Coefficient using Strickler Formula

Go

Created Manning's Formula for Average Velocity

Go

Created Manning's Formula for Coefficient of Roughness given Average Velocity

Go

Created Manning's Formula for Hydraulic Radius given Average Velocity

Go

Created Manning's Formula for Hydraulic Radius given Chezy's Constant

Go

Created Manning's Formula for Roughness Coefficient given Chezy's Constant

Go

Created Manning's Formula for Slope of Channel Bed given Average Velocity

Go

Verified Duration given Maximum Intensity

Go

2 More Maximum Intensity Duration Frequency Relationship Calculators

Go

Created Maximum Shear Stress when Member is Subjected to like Principal Stresses

Go

Created Stress along X-Axis when Member is Subjected to like Principal Stresses and Max Shear Stress

Go

Created Stress along Y-Axis when Member is Subjected to like Principal Stresses and Max Shear Stress

Go

Created Base of Triangular Section given Maximum Shear Stress

Go

Created Base of Triangular Section given Shear Stress at Neutral Axis

Go

Created Height of Triangular Section given Maximum Shear Stress

Go

Created Height of Triangular Section given Shear Stress at Neutral Axis

Go

Created Maximum Shear Stress of Triangular Section

Go

Created Shear Stress at Neutral Axis in Triangular Section

Go

Created Transverse Shear Force of Triangular Section given Maximum Shear Stress

Go

Created Transverse Shear Force of Triangular Section given Shear Stress at Neutral Axis

Go

Created Mean Velocity of Flow given Friction Factor

Go

Created Mean Velocity of Flow given Head Loss due to Frictional Resistance

Go

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

Go

Created Mean Velocity of Flow given Shear Stress and Density

Go

Created Mean Velocity of Flow given Shear Velocity

Go

Created Mean Velocity of Flow given Total Required Power

Go

Created Mean Velocity of Fluid Flow

Go

Verified Pressure at Point m in Pizometer

Go

Verified Pressure Head at Point in Piezometer

Go

Verified Specific Weight of Liquid in Peizometer

Go

Verified Distance between Centre of Gravity of these Wedges

Go

Verified Moment of Turning Couple due to Movement of Liquid

Go

Verified Volume of either Wedge

Go

Created Coefficient of Discharge through Flume given Discharge Flow through Channel

Go

Created Coefficient of Discharge through Flume given Discharge Flow through Rectangular Channel

Go

Created Depth of Flow given Discharge through Critical Depth Flume

Go

Created Discharge Coefficient given Discharge through Critical Depth Flume

Go

Created Discharge Flow through Channel

Go

Created Discharge Flow through Rectangular Channel

Go

Created Discharge through Critical Depth Flume

Go

Created Head at Entrance given Discharge through Channel

Go

Created Head at Entrance of Section given Discharge Flow through Channel

Go

Created Width of Throat given Discharge through Critical Depth Flume

Go

Created Moment at Abutments of Arch Dam

Go

Created Moment at Crown of Arch Dam

Go

Created Moments given Deflection due to Moments on Arch Dam

Go

Created Moments given Extrados Stresses on Arch Dam

Go

Created Moments given Intrados Stresses on Arch Dam

Go

Created Moments given Rotation due to Moment on Arch Dam

Go

Created Moments given Rotation due to Twist on Arch Dam

Go

Created Specific Force

Go

Created Specific Force given Top Width

Go

Created Top Width given Specific Force

Go

Created Vertical Depth of Centroid of Area given Specific Force

Go

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

Go

Created Diameter of Propeller given Thrust on Propeller

Go

Created Flow Velocity given Power Lost

Go

Created Flow Velocity given Rate of Flow through Propeller

Go

Created Flow Velocity given Theoretical Propulsive efficiency

Go

Created Flow Velocity given Thrust on Propeller

Go

Created Input Power

Go

Created Output Power given Input Power

Go

Created Output Power given Rate of Flow through Propeller

Go

Created Power Lost

Go

Created Power Lost given Input Power

Go

Created Rate of Flow given Power Lost

Go

Created Rate of Flow through Propeller

Go

Created Theoretical Propulsive Efficiency

Go

Created Thrust on Propeller

Go

Created Allowable Unit Stress given Most Economical Pipe Diameter for Distribution System

Go

Created Average Head for Most Economical Pipe Diameter of Distribution System

Go

Created Average Power for Most Economical Pipe Diameter for Distribution System

Go

Created Cost given Most Economical Pipe Diameter of Distribution System

Go

Created Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System

Go

Created Discharge for Most Economical Pipe Diameter for Distribution System

Go

Created Initial Investment for Most Economical Pipe Diameter of Distribution System

Go

Created Most Economical Pipe Diameter for Distribution System of Water

Go

Created Absolute Velocity of Surges

Go

Created Absolute Velocity of Surges for given Depth of flow

Go

Created Celerity of Wave Given Absolute Velocity of Surges

Go

Created Celerity of Wave given is Depth

Go

Created Depth of Flow given Absolute Velocity of Surges

Go

Created Velocity at Depth given Absolute Velocity of Surge Moving towards Right

Go

Created Velocity at Depth1 when Surge Height is Negligible

Go

Created Velocity of Flow given Absolute Velocity of Surges

Go

Created Velocity of Flow given Depth of flow

Go

Created Normal Radial Pressure at centerline given Moment at Abutments of Arch Dam

Go

Created Normal Radial Pressure at centerline given Moment at Crown of Arch Dam

Go

Created Normal Radial Pressure at centerline given Thrust at Abutments of Arch Dam

Go

Created Normal Radial Pressure at centerline given Thrust at Crown of Arch Dam

Go

Created 28-day Compressive Strength of Concrete given Force in Slab

Go

Created Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments

Go

Created Effective Concrete Area given Force in Slab

Go

Created Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges

Go

Created Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength

Go

Created Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges

Go

Created Force in Slab given Effective Concrete Area

Go

Created Force in Slab given Number of Connectors in Bridges

Go

Created Force in Slab given Total Area of Steel Section

Go

Created Minimum Number of Connectors for Bridges

Go

Created Number of Connectors in Bridges

Go

Created Reduction Factor given Minimum Number of Connectors in Bridges

Go

Created Reduction Factor given Number of Connectors in Bridges

Go

Created Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments

Go

Created Steel Yield Strength given Total Area of Steel Section

Go

Created Total Area of Steel Section given Force in Slab

Go

Created Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges

Go

Created Ultimate Shear Connector Strength given Number of Connectors in Bridges

Go

Verified Coefficient of Spillway given Discharge over Ogee Spillway

Go

Verified Discharge over Ogee Spillway

Go

Verified Head above Crest given Discharge over Ogee Spillway

Go

Verified Length of Spillway given Discharge over Ogee Spillway

Go

Created Actual Velocity at Section 2 given Coefficient of Contraction

Go

Created Actual Velocity given Theoretical Velocity at Section 2

Go

Created Area at Section 2 or at Vena Contracta

Go

Created Area of Orifice given Area at Section 2 or at Vena Contracta

Go

Created Coefficient of Contraction

Go

Created Coefficient of Contraction given Coefficient of Discharge

Go

Created Coefficient of Discharge given Coefficient of Contraction

Go

Created Coefficient of Velocity given Coefficient of Discharge

Go

Created Discharge through Pipe given Coefficient of Discharge

Go

Created Theoretical Velocity at Section 1 in Orifice Meter

Go

Created Theoretical Velocity at Section 2 in Orifice Meter

Go

Created Acceleration of Vehicle given Total Time of Travel in Overtaking Sight distance

Go

Created Minimum Overtaking Distance

Go

Created Overtaking Sight Distance given Minimum Overtaking Distance

Go

Created Spacing between Vehicles given Total Time of Travel in Overtaking Sight distance

Go

Created Total Time of Travel in Overtaking Sight distance

Go

Created Velocity of Overtaking Vehicle for Forward Moving Vehicle Velocity in meter per second

Go

4 More OSD Calculators

Go

Created Tension at Midspan given Parabolic Equation for Cable Slope

Go

Created UDL given Parabolic Equation for Cable Slope

Go

Created UDL given Tension at Midspan for UDL on Parabolic Cable

Go

Created Allowable Stress for Compression Elements for Highway Bridges

Go

Created Length of Cable for UDL on Parabolic Cable

Go

Created Maximum Sag given Length of Cable for UDL on Parabolic Cable

Go

Created Maximum Sag given Tension at Midspan for UDL on Parabolic Cable

Go

Created Parabolic Equation for Cable Slope

Go

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

Go

Created Span of Cable given Tension at Midspan for UDL on Parabolic Cable

Go

Created Span of Cable given Tension at Supports for UDL on Parabolic Cable

Go

Created Tension at Midspan for UDL on Parabolic Cable

Go

Created Tension at Midspan given Tension at Supports for UDL on Parabolic Cable

Go

Created Tension at Supports for UDL on Parabolic Cable

Go

Created UDL given Tension at Supports for UDL on Parabolic Cable

Go

Verified Elevation of Lowest Point on Sag Curve

Go

Verified Elevation of Point of Vertical Curvature

Go

Verified Elevation of Point of Vertical Intersection

Go

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

Go

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

Go

2 More Parabolic Curves Calculators

Go

Created Force Acting on Each Cut of Edge of Pipe given Internal Pressure

Go

Created Internal Pressure of Pipe

Go

Created Outside Diameter of Pipe given Internal Pressure

Go

Created Actual Velocity of Flowing Stream

Go

Created Height of Fluid raised in Tube given Actual Velocity of Flowing Stream

Go

Created Height of Fluid raised in Tube given Theoretical Velocity of Flowing Stream

Go

Created Theoretical Velocity of Flowing Stream

Go

Created Polar Modulus using Maximum Twisting Moment

Go

Created Polar Moment of Inertia given Torsional Section Modulus

Go

7 More Polar Modulus Calculators

Go

Verified Polymer Feed Rate as Mass Flow Rate given Polymer Feed Rate as Volumetric Flow Rate

Go

6 More Polymer Feed Rate Calculators

Go

Verified Change in Eccentricity of Tendon A due to Parabolic Shape

Go

Verified Change in Eccentricity of Tendon B due to Parabolic Shape

Go

Verified Component of Strain at Level of First Tendon due to Bending

Go

Verified Prestress Drop given Strain due to Bending and Compression in Two Parabolic Tendons

Go

Verified Variation of Eccentricity of Tendon B

Go

Verified Variation of Eccentricity on Tendon A

Go

7 More Post Tensioned Members Calculators

Go

Created Power obtained from Water Flow in Horsepower

Go

Created Power obtained from Water Flow in Kilowatt

Go

Created Power obtained from Water Flow in Kilowatt given Effective Head

Go

Created Depth of Flow given Wetted Area of Triangular Channel Section

Go

Created Depth of Flow given Wetted Perimeter of Triangular Channel Section

Go

Created Hydraulic Radius of Trapezoidal Channel Section

Go

Created Hydraulic Radius of Triangular Channel Section

Go

Created Wetted Area of Trapezoidal Channel Section

Go

Created Wetted Area of Triangular Channel Section

Go

Created Wetted Perimeter of Trapezoidal Channel Section

Go

Created Wetted Perimeter of Triangular Channel Section

Go

Created Pressure Gradient given Discharge through Pipe

Go

Created Pressure Gradient given Maximum Shear Stress at Cylindrical Element

Go

Created Pressure Gradient given Maximum Velocity at Axis of Cylindrical Element

Go

Created Pressure Gradient given Shear Stress at any Cylindrical Element

Go

Created Pressure Gradient given Velocity at any point in Cylindrical Element

Go

Created Pressure Gradient given Velocity Gradient at Cylindrical Element

Go

Created Pressure Gradients given Mean Velocity of Flow

Go

Verified Absolute Pressure using Equation of State given Specific Weight

Go

Verified Absolute Pressure using Gas Density

Go

Verified Absolute Temperature of Gas

Go

Verified Bulk Modulus of Elasticity

Go

Verified Capillary Rise or Depression of Fluid

Go

Verified Capillary Rise or Depression when Tube is inserted in two Liquids

Go

Verified Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in Liquid

Go

Verified Capillary Rise when Contact is between Water and Glass

Go

Verified Compressibility of Fluid

Go

Verified Compressibility of Fluid given Bulk Modulus of Elasticity

Go

Verified Dynamic Viscosity given Shear Stress

Go

Verified Dynamic Viscosity using Kinematic Viscosity

Go

Verified Gas Constant using Equation of State

Go

Verified Mass Density given Specific Weight

Go

Verified Mass Density given Viscosity

Go

Verified Pressure Intensity inside Droplet

Go

Verified Pressure Intensity inside Liquid Jet

Go

Verified Pressure Intensity inside Soap Bubble

Go

Verified Shear Stress between any two thin sheets of Fluid

Go

Verified Specific Gravity of Fluid

Go

Verified Specific Volume of Fluid

Go

Verified Velocity Gradient

Go

Verified Velocity Gradient given Shear Stress

Go

Verified Velocity of Fluid given Shear Stress

Go

Verified Volume of Fluid given Specific Weight

Go

Verified Coefficient of Discharge given Constant for Rectangular Shaped Aperture Weir

Go

Verified Constant for Small Rectangular Shaped Aperture Weir

Go

Verified Constant given Discharge through Small Rectangular Shaped Aperture Weir

Go

Verified Discharge through Small Rectangular Shaped Aperture Weir

Go

Verified Head given Discharge through Small Rectangular Shaped Aperture Weir

Go

Verified Height of Aperture given Constant for Rectangular Shaped Aperture Weir

Go

Verified Height of Aperture given Discharge through Small Rectangular Shaped Aperture Weir

Go

Verified Width of Aperture given Constant for Rectangular Shaped Aperture Weir

Go

Created Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam

Go

Created Length of Dam to which Flow Net applies given Quantity of Seepage in Length of Dam

Go

Created Number of Equipotential Drops of Net given Quantity of Seepage in Length of Dam

Go

Created Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam

Go

Created Quantity of Seepage in Length of Dam under Consideration

Go

Created Seepage Discharge in Earth Dam

Go

Created Length given Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Load given Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Number of Plates given Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Thickness given Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Width given Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Deflection given Proof Load in Quarter Elliptical Spring

Go

Created Length given Proof Load in Quarter Elliptical Spring

Go

Created Modulus of Elasticity given Proof Load in Quarter Elliptical Spring

Go

Created Number of Plates given Proof Load in Quarter Elliptical Spring

Go

Created Proof Load in Quarter Elliptical Spring

Go

Created Thickness given Proof Load in Quarter Elliptical Spring

Go

Created Width given Proof Load in Quarter Elliptical Spring

Go

Created Radial Thickness of Element given Deflection due to Moments on Arch Dam

Go

Created Radial Thickness of Element given Rotation due to moment on Arch Dam

Go

Created Radial Thickness of Element given Rotation due to Shear on Arch Dam

Go

Created Radial Thickness of Element given Rotation due to Twist on Arch Dam

Go

Created Radius of Pipe for Maximum Velocity at Axis of Cylindrical Element

Go

Created Radius of Pipe for Mean Velocity of Flow

Go

Created Radius of Pipe given Discharge through Pipe

Go

Created Radius of Pipe given Maximum Shear Stress at Cylindrical Element

Go

Created Radius of Pipe given Velocity at any Point in Cylindrical Element

Go

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

Go

Verified Radius of Wheel for Tangential Velocity at Outlet Tip of Vane

Go

Verified Radius of Wheel given Angular Momentum at Inlet

Go

Created Average Rainfall Intensity given Runoff Rate of Rainwater from Bridge during Rainstorm

Go

Created Deck Width for Handling Rainwater Runoff to Drain Scuppers

Go

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

Go

Created Runoff Coefficient given Runoff Rate of Rainwater from Bridge during Rainstorm

Go

Created Runoff Rate of Rainwater from Bridge during Rainstorm

Go

Created Shoulder Width for Deck Width of Rainwater Runoff to Drain Scuppers

Go

Created Traffic Lane given Deck Width for Handling Rainwater Runoff to Drain Scuppers

Go

Created Depth of Flow given Hydraulic Radius in most Efficient Rectangular Channel

Go

Created Depth of Flow in Most Efficient Channel for Rectangular Channel

Go

Created Hydraulic Radius in most Efficient Open Channel

Go

Created Width of Channel given Depth of flow in Most Efficient channels

Go

Created Dynamic Viscosity given Velocity

Go

Created Mean Velocity of Sphere given Dynamic Viscosity

Go

Created Relative Accuracy for First Order Class I

Go

Created Relative Accuracy for First Order Class II

Go

Created Relative Accuracy for Second Order Class I

Go

Created Relative Accuracy for Second Order Class II

Go

Created Relative Accuracy for Third Order

Go

Verified Actual Value of Parameter Adopted in Design of Project given Safety Factor

Go

Verified Equation for Safety Factor

Go

Verified Equation for Safety Margin

Go

Verified Risk given Reliability

Go

Verified Value of Parameter obtained from Hydrological Considerations given Safety Factor

Go

6 More Risk, Reliability and Safety Factor Calculators

Go

Created Kinematic Viscosity given Time

Go

Verified Density of Material given Quantity of Scrap Produced

Go

Verified Number of Scrapers Pusher can Load

Go

Verified Quantity given Production Required

Go

Verified Trips per Hour given Production of Scrap by Machines

Go

21 More Scraper Production Calculators

Go

Created Hydraulic Depth given Section Factor

Go

Created Section Factor in open channel

Go

Created Top Width given Section Factors

Go

Created Wetted Area given Section Factor

Go

Created Breadth of Rectangular Shape given Section Modulus

Go

Created Depth of Rectangular Shape given Section Modulus

Go

Created Diameter of Circular Shape given Section Modulus

Go

Created Section Modulus of Circular Shape

Go

Created Section Modulus of Hollow Circular Shape

Go

Created Section Modulus of Hollow Rectangular Shape

Go

Created Section Modulus of Rectangular Shape

Go

8 More Section Modulus for Various Shapes Calculators

Go

Verified Building Height for other Buildings given Fundamental Period

Go

Verified Building Height for Reinforced Concrete Frames given Fundamental Period

Go

Verified Building Height for Steel Eccentrically Braced Frames given Fundamental Period

Go

Verified Building Height for Steel Frame given Fundamental Period

Go

Verified Fundamental Period for Steel Frames

Go

Verified Seismic Coefficient for Short Period Structures

Go

Verified Seismic Response Coefficient given Fundamental Period

Go

Verified Total Lateral Force Acting in Direction of each of Principal Axis

Go

13 More Seismic Loads Calculators

Go

Created Allowable Horizontal Shear for Individual Connector for 100,000 Cycles

Go

Created Allowable Horizontal Shear for Individual Connector for 2 Million Cycles

Go

Created Allowable Horizontal Shear for Individual Connector for 500,000 Cycles

Go

Created Allowable Horizontal Shear for Individual Connector for over 2 Million Cycles

Go

Created Allowable Horizontal Shear for Welded Studs for 100,000 Cycles

Go

Created Allowable Horizontal Shear for Welded Studs for 2 Million Cycles

Go

Created Allowable Horizontal Shear for Welded Studs for 500,000 Cycles

Go

Created Allowable Horizontal Shear for Welded Studs for over 2 Million Cycles

Go

Created Horizontal Shear Range at Juncture of Slab and Beam

Go

Created Moment of Inertia of Transformed Section given Horizontal Shear Range

Go

Created Shear Range due to Live and Impact Load given Horizontal Shear Range

Go

Created Static Moment of Transformed Section given Horizontal Shear Range

Go

Created Modulus of Rigidity given Shear Resilience

Go

Created Shear Resilience

Go

Created Shear Stress given Shear Resilience

Go

Created Shear Capacity for Flexural Members

Go

Created Shear Capacity for Girders with Transverse Stiffeners

Go

Created Fetch given Height of Waves for Fetch more than 20 miles

Go

Created Height of Wave from Trough to Crest given Velocity between 1 and 7 feet

Go

Created Molitor-Stevenson equation for Height of Waves for Fetch less than 20 miles

Go

Created Molitor-Stevenson equation for Height of Waves for Fetch more than 20 miles

Go

Created Velocity when Wave Heights between 1 and 7 feet

Go

Verified Ground Snow Load using Roof Type

Go

Verified Importance Factor using Roof Type

Go

6 More Snow Loads Calculators

Go

Verified Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method

Go

23 More Soil Compaction Test Calculators

Go

Created Area of Section Considering Condition of Maximum Discharge

Go

Created Area of Section given Discharge

Go

Created Area of Section of Open Channel Considering Condition of Minimum Specific Energy

Go

Created Datum Height for Total Energy per unit Weight of Water in Flow Section

Go

Created Depth of Flow given Discharge

Go

Created Depth of Flow given Total Energy in Flow Section taking Bed Slope as Datum

Go

Created Depth of Flow given Total Energy per Unit Weight of Water in Flow Section

Go

Created Diameter of Section given Froude Number

Go

Created Diameter of Section through Section Considering Condition of Minimum Specific Energy

Go

Created Discharge through Area

Go

Created Discharge through Section Considering Condition of Maximum Discharge

Go

Created Discharge through Section Considering Condition of Minimum Specific Energy

Go

Created Froude Number given Velocity

Go

Created Mean Velocity of Flow for Total Energy per Unit Weight of Water in Flow Section

Go

Created Mean Velocity of Flow given Froude Number

Go

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

Go

Created Mean Velocity of Flow through Section Considering Condition of Minimum Specific Energy

Go

Created Top Width of Section Considering Condition of Maximum Discharge

Go

Created Top Width of Section through Section Considering Condition of Minimum Specific Energy

Go

Created Total Energy per unit Weight of Water in Flow Section

Go

Created Total Energy per unit Weight of Water in Flow Section considering Bed Slope as Datum

Go

Created Total Energy per unit Weight of Water in Flow Section given Discharge

Go

Created Volume of Liquid Considering Condition of Maximum Discharge

Go

Verified Specific Weight given Mass Density

Go

Verified Specific Weight of Fluid

Go

Verified Specific Weight of Fluid given Specific Gravity

Go

Verified Specific Weight using Equation of State given Absolute Pressure

Go

Created Deflection of Square Section Wire Spring

Go

Created Load given Deflection of Square Section Wire Spring

Go

Created Mean radius given Deflection of Square Section Wire Spring

Go

Created Modulus of Rigidity using Deflection of Square Section Wire Spring

Go

Created Number of Coils given Deflection of Square Section Wire Spring

Go

Created Width given Deflection of Square Section Wire Spring

Go

Created Springs in Parallel - Load

Go

Created Springs in Parallel - Spring Constant

Go

Created Springs in Series- Deflection

Go

Created Springs in Series- Spring Constant

Go

Created Mean Radius given Stiffness of Square Section Wire Spring

Go

Created Modulus of Rigidity given Stiffness of Square Section Wire Spring

Go

Created Number of Spring Coils given Stiffness of Square Section Wire Spring

Go

Created Stiffness of Square Section Wire Spring

Go

Created Width given Stiffness of Square Section Wire Spring

Go

Created Intermediate Sight Distance

Go

Created Stopping Sight Distance

Go

Created Stopping Sight Distance for Velocity in meter per second

Go

Created Stopping Sight Distance given Intermediate Sight Distance

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Created Stopping Sight Distance on Level Ground with Breaking Efficiency

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Created Stopping Sight Distance on Upward Inclined Surface

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Created Total Reaction Time given Stopping Sight Distance

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Created Discharge through Pipe given Pressure Gradient

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Created Distance of Element from Center Line given Head Loss

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

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Created Distance of Element from Center Line given Velocity at any point in Cylindrical Element

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

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

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Created Shear Stress at any Cylindrical Element

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Created Shear Stress at any Cylindrical Element given Head Loss

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Created Velocity at any point in Cylindrical Element

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Created Velocity Gradient given Pressure Gradient at Cylindrical Element

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Created Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length

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Created Steel Yield Strength for Compact Section for LFD given Minimum Flange Thickness

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Created Steel Yield Strength on Pins for Buildings for LFD given Allowable Bearing Stress

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Created Steel Yield Strength on Pins not Subject to Rotation for Bridges for LFD given Pin Stress

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Created Steel Yield Strength on Pins subject to Rotation for Bridges for LFD given Pin Stress

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Created Actual Stiffener Spacing for Minimum Moment of Inertia of Transverse Stiffener

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Created Minimum Moment of Inertia of Transverse Stiffener

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Created Web Thickness for Minimum Moment of Inertia of Transverse Stiffener

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Created Diameter of Spring Wire or Coil given Stiffness of Spring

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Created Mean Radius of Spring given Stiffness of Spring

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Created Modulus of Rigidity given Stiffness of Spring

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Created Number of Spring Coils given Stiffness of Spring

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Created Stiffness of Spring

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Created Area to Maintain Stress as Wholly Compressive given Eccentricity

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Created Breadth for Rectangular Section to Maintain Stress as Wholly Compressive

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Created Eccentricity for Rectangular Section to maintain Stress as Wholly Compressive

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Created Eccentricity for Solid Circular Sector to Maintain Stress as Wholly Compressive

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Created Eccentricity in Column for Hollow Circular Section when Stress at Extreme Fibre is Zero

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Created Eccentricity to Maintain Stress as Wholly Compressive

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Created Section Modulus to Maintain Stress as Wholly Compressive given Eccentricity

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Created Area of Member given Strain Energy Stored by Member

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Created Length of Member given Strain Energy Stored by Member

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Created Modulus of Elasticity of Member given Strain Energy Stored by Member

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Created Strain Energy Stored by Member

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Created Stress of Member given Strain Energy Stored by Member

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Created Modulus of Elasticity of Member with known Strain Energy Stored per Unit Volume

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Created Strain Energy Stored per Unit Volume

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Created Stress generated due to Strain Energy Stored per Unit Volume

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Created Component of Velocity in X Direction given Slope of Equipotential Line

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Created Component of Velocity in Y Direction given Slope of Equipotential Line

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Created Slope of Equipotential Line

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3 More Streamlines, Equipotential Lines and Flow Net Calculators

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

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

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2 More Stresses in Bi Axial Loading Calculators

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Created Angle of Oblique Plane using Shear Stress and Axial Load

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Created Angle of Oblique plane when Member Subjected to Axial Loading

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Created Normal Stress when Member Subjected to Axial Load

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Created Shear Stress when Member Subjected to Axial Load

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Created Stress along Y-direction given Shear Stress in Member subjected to Axial Load

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Created Stress along Y-direction when Member Subjected to Axial Load

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Created Beam Breadth of Uniform Strength for Simply Supported Beam when Load is at Centre

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Created Beam Depth of Uniform Strength for Simply Supported Beam when Load is at Centre

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Created Loading of Beam of Uniform Strength

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Created Stress of Beam of Uniform Strength

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7 More Structural Analysis of Beams Calculators

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Verified Coefficient of Discharge given Discharge through Drowned Portion

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Verified Coefficient of Discharge given Discharge through Free Weir Portion

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Verified Coefficient of Discharge if Velocity is Approached for Submerged Weir

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Verified Coefficient of Discharge if Velocity is Approached given Discharge through Free Weir

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Verified Discharge through Drowned Portion

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Verified Discharge through Drowned Portion given Total Discharge over Submerged Weir

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Verified Discharge through Free Weir if Velocity is Approached

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Verified Discharge through Free Weir Portion

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Verified Discharge through Free Weir Portion given Total Discharge over Submerged Weir

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Verified Discharge through Submerged Weir if Velocity is Approached

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Verified Head on Downstream Weir for Discharge through Free Weir Portion

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Verified Head on Upstream Weir for Discharge through Drowned Portion

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Verified Head on Upstream Weir given Discharge through Free Weir Portion

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Verified Length of Crest for Discharge through Drowned Portion

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Verified Length of Crest for Discharge through Free Weir

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Verified Length of Crest for Discharge through Free Weir Portion

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Verified Total Discharge over Submerged Weir

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Created Area given Stress due to suddenly Applied Load

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Created Load given Stress due to suddenly Applied Load

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Created Stress due to suddenly Applied Load

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Created Horizontal Component of Cable Tension for UDL

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Created Maximum Reactions at Supports

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Created Sag of Cable at Midway between supports given Horizontal Component of Cable Tension for UDL

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Created Sag of Cable at Midway between supports given Maximum Reactions at Supports

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Created Span Length given Horizontal Component of Cable Tension for UDL

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Created Span Length given Vertical Reaction at Supports

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Created UDL given Maximum Reactions at Supports

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Created UDL given Vertical Reaction at Supports

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Created Uniformly distributed Load given Horizontal Component of Cable Tension for UDL

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Created Vertical Reaction at Supports

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Verified Surface Tension given Capillary Rise or Depression

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Verified Surface Tension given Pressure Intensity inside Droplet

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Verified Surface Tension given Pressure Intensity inside Liquid Jet

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Verified Surface Tension given Pressure Intensity inside Soap Bubble

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Created Absolute Velocity of Surge Moving towards Right

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Created Absolute Velocity of Surge Moving towards Right in Negative Surges

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Created Celerity of Wave from Lagrange's Celerity Equation

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Created Celerity of Wave given Two Depths

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Created Celerity of Wave in Non Uniform Flow

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Created Depth of Flow at Point given Absolute Velocity of Surge Moving towards Right

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Created Depth of Flow given Absolute Velocity of Surge Moving towards Right with Depth

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Created Depth of Flow given Celerity of Wave from Lagrange's Celerity Equation

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Created Heights of Surge given Celerity of Wave

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Created Celerity of Wave given Surge Height for Surge Height is Negligible Depth of Flow

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Created Celerity of Wave given Velocity at Depth1

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Created Celerity of Wave in Surges

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Created Depth of Flow given Absolute Velocity of Surge Moving towards Right

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

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Created Depth of Flow2 given Absolute Velocity of Surge Moving towards Right Direction

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Created Depth of Flow2 when Absolute Velocity of Surge when Flow is Completely Stopped

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Created Height of Surges given Celerity of Wave

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Created Velocity at Depth1 given Absolute Velocity of Surge Moving toward Right

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Created Velocity at Depth1 when Absolute Velocity of Surge when Flow is Completely Stopped

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Created Velocity at Depth1 when Height of Surge for Surge Height is Negligible Depth of Flow

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Created Velocity at Depth2 given Absolute Velocity of Surges Moving toward Right

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Verified Tangential Momentum of Fluid Striking Vanes at Inlet

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Verified Tangential Momentum of Fluid Striking Vanes at Outlet

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Verified Tangential Velocity at Inlet Tip of Vane

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Verified Tangential Velocity at Outlet Tip of Vane

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Verified Velocity given Tangential Momentum of Fluid Striking Vanes at Inlet

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Verified Velocity given Tangential Momentum of Fluid Striking Vanes at Outlet

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Created Pull-on Tape given Sag Correction between Points of Support

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Created Sag Correction between Points of Support

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Created Tape Weight per Foot for Sag Correction between Points of Support

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Created Unsupported Tape Length given Sag Correction between Points of Support

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1 More Temperature Corrections Calculators

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Created Change in Temperature using Temperature Stress for Tapering Rod

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Created Coefficient of Thermal Expansion given Temperature Stress for Tapering Rod Section

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Created Diameter of Tyre given Temperature Strain

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Created Diameter of Wheel given Temperature Strain

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Created Modulus of Elasticity given Temperature Stress for Tapering Rod Section

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Created Modulus of Elasticity using Hoop Stress due to Temperature Fall

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Created Temperature Strain

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Created Temperature Stress for Tapering Rod Section

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Created Thickness of Tapered Bar using Temperature Stress

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Created Mean Error given Specified Error of Single Measurement

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Created Mean Error given Sum of Errors

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Created Probable Error of Mean

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18 More Theory of Errors Calculators

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Created Thrust at Abutments of Arch Dam

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Created Thrust at Crown of Arch Dam

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Created Thrust at Crown of Arch Dam given Moment at Abutments

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Created Thrust given Deflection due to Thrust on Arch Dam

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Created Thrust given Extrados Stresses on Arch Dam

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Created Thrust given Intrados Stresses on Arch Dam

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Verified Radius of Gyration of Body given Time Period

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Verified Time Period of One Complete Oscillations

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Verified Bazins Constant given Time Required to Lower Liquid Surface

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

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

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Verified Cross Sectional Area given Time required to Lower Liquid Surface

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

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

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Verified Head1 given Time Required to Lower Liquid for Triangular Notch

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Verified Head1 given Time Required to Lower Liquid Surface

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

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Verified Head2 given Time Required to Lower Liquid for Triangular Notch

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Verified Head2 given Time Required to Lower Liquid Surface

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

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Verified Length of Crest for time required to Lower Liquid Surface

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Verified Length of Crest given Time Required to Lower Liquid Surface using Francis Formula

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Verified Time Required to Lower Liquid Surface for Triangular Notch

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Verified Time Required to Lower Liquid Surface using Bazins Formula

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Verified Time Required to Lower Liquid Surface using Francis Formula

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2 More Time Required to Empty a Reservoir with Rectangular Weir Calculators

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Verified Angular Momentum at Inlet

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Verified Angular Momentum at Outlet

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Verified Angular Velocity for Work Done on Wheel per Second

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Verified Efficiency of System

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Verified Initial Velocity given Power Delivered to Wheel

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Verified Mass of Fluid Striking Vane per Second

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Verified Power Delivered to Wheel

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Verified Radius at Inlet for Work Done on Wheel per Second

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Verified Radius at Inlet with Known Torque by Fluid

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Verified Radius at Outlet for Torque Exerted by Fluid

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Verified Radius at Outlet for Work Done on Wheel per Second

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Verified Speed of Wheel given Tangential Velocity at Inlet Tip of Vane

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Verified Speed of Wheel given Tangential Velocity at Outlet Tip of Vane

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Verified Torque Exerted by Fluid

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Verified Velocity given Angular Momentum at Inlet

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Verified Velocity given Angular Momentum at Outlet

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5 More Torque Exerted on a Wheel with Radial Curved Vanes Calculators

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Created Maximum permissible shear stress

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Created Maximum permissible shear stress for given Radius and modulus of rigidity

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Created Modulus of rigidity

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Created Modulus of rigidity given maximum permissible shear stress

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Created Polar moment of inertia

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Created Polar Moment of Inertia given twisting moment along with maximum permissible shear stress

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Created Radius given Torsional Section Modulus

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Created Radius given Twisting moment and Polar Moment of Inertia of shaft

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Created Radius with known Maximum permissible shear stress

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Created Shaft length for given maximum permissible shear stress and modulus of rigidity

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Created Shaft length for given Polar MOI, Twisting Moment, Modulus of rigidity, and Twist angle

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Created Torsional Section Modulus

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Created Twist angle given maximum permissible shear stress

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Created Twist angle given Shaft length and modulus of rigidity

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Created Twisting Moment given Maximum Permissible Shear Stress

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Created Twisting Moment given Polar MOI and Twist Angle

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2 More Torsion Calculators

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Verified Direction of Resultant Force

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Verified Horizontal Force given Direction of Resultant Force

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Verified Total Pressure on Elementary Area

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Verified Vertical Pressure given Direction of Resultant Force

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3 More Total Pressure on Curved Surface Calculators

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Created Depth of Flow given Hydraulic Radius in Most Efficient Trapezoidal Channel

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Created Depth of Flow given Wetted Area in Most Efficient Channel for Bottom Width is kept Constant

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Created Depth of Flow in most Efficient Channel in Trapezoidal Channel

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Created Depth of Flow in most Efficient Channel in Trapezoidal Channel given Channel Slope

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Created Depth of Flow when Width of Channel in Most Efficient Channel for Bottom Width is kept Constant

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Created Hydraulic Radius of Most Efficient Channel

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Created Side Slope of Section for Depth of Flow is kept Constant

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Created Side Slope of Section given Wetted Area for Bottom Width is kept Constant

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Created Wetted Area in Most Efficient Channel for Bottom Width is kept Constant

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Created Width of Channel given Depth of Flow in Efficient Channel

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Created Width of Channel in most Efficient Channel sections

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Created Width of Channel in Most Efficient Channel when Bottom width is kept constant

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Created Width of Channel in most Efficient Channels section

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Created Depth of Flow given Hydraulic Radius in Most Efficient Triangular channel

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Created Hydraulic Radius in Efficient channel

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Created 28-day Compressive Strength given Ultimate Shear Connector Strength for Welded Studs

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Created 28-day Compressive Strength of Concrete given Ultimate Shear Connector Strength for Channels

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Created Average Channel Flange Thickness given Ultimate Shear Connector Strength for Channels

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Created Channel Length given Ultimate Shear Connector Strength for Channels

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Created Channel Web Thickness given Ultimate Shear Connector Strength for Channels

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Created Diameter of Connector given Ultimate Shear Connector Strength for Welded Studs

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Created Elastic Modulus of Concrete given Ultimate Shear Connector Strength for Welded Studs

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Created Ultimate Shear Connector Strength for Channels

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Created Ultimate Shear Strength for Welded Studs

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Created Average Height of Roughness Protrusions given Chezy Constant for Rough Channels

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Created Average Height of Roughness Protrusions given Mean Velocity of flow in Rough Channels

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Created Chezy Constant for Rough Channels

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Created Hydraulic Radius given Chezy Constant for Rough Channels

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Created Hydraulic Radius given Mean Velocity of flow in Rough Channels

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Created Hydraulic Radius given Mean Velocity of flow in Smooth Channels

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Created Kinematic Viscosity given Mean Velocity of flow in Smooth Channels

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Created Mean Velocity of flow in Rough Channels

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Created Mean Velocity of flow in Smooth Channels

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Verified Velocity at Inlet given Torque by Fluid

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Verified Velocity at Inlet given Work Done on Wheel

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1 More Velocity at Inlet Calculators

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Verified Velocity at Outlet given Power Delivered to Wheel

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Verified Velocity at Outlet given Torque by Fluid

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Verified Velocity at Outlet given Work Done on Wheel

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1 More Velocity at Outlet Calculators

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Created Actual Discharge given Coefficient of Discharge

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Created Coefficient of Discharge given Discharges

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Created Density of Liquid in Pipe given Venturi Head

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Created Density of Manometric Liquid given Venturi Head

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Created Inlet Area given Theoretical Discharge

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Created Theoretical Discharge given Coefficient of Discharge

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Created Theoretical Discharge through Pipe

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Created Throat Area given Theoretical Discharge

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Created Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs

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Created Venturi Head given Theoretical Discharge through Pipe

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Created Strain along Breadth given Volumetric Strain of Rectangular Bar

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Created Strain along Depth given Volumetric Strain of Rectangular Bar

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Created Strain along Length given Volumetric Strain of Rectangular Bar

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Created Volumetric Strain of Rectangular Bar

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Created Change in Diameter given Volumetric Strain of Sphere

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Created Diameter of Sphere using Volumetric Strain of sphere

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Created Strain given Volumetric Strain of Sphere

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Created Volumetric Strain of sphere

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Created Volumetric Strain of Sphere given Lateral Strain

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Verified Duration of Rainfall Excess given W Index

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Verified Initial Losses given W-Index

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Verified Total Storm Precipitation when W Index

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Verified Total Storm Runoff given W Index

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1 More W Index Calculators

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Verified Straight-Line Distance over which Wind Blows

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8 More Wave Hindcasting and Forecasting Calculators

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Verified Weight of Fluid for Work Done on Wheel per Second

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Verified Weight of Fluid given Angular Momentum at Inlet

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Verified Weight of Fluid given Angular Momentum at Outlet

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Verified Weight of Fluid given Mass of Fluid Striking Vane per Second

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Verified Weight of Fluid given Power Delivered to Wheel

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Verified Weight of Fluid given Tangential Momentum of Fluid Striking Vanes at Inlet

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3 More Weight of the Fluid Calculators

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Created Clearance given Pressure Drop over Length of Piston

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Created Clearance given Shear Stress

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Created Diameter of Piston for Pressure Drop over Length

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Created Diameter of Piston given Shear Stress

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Created Dynamic Viscosity for Pressure Drop over Length

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Created Dynamic Viscosity given Shear Stress in Piston

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Created Dynamic Viscosity given Velocity of Fluid

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Created Dynamic Viscosity given velocity of piston

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Created Length of Piston for Pressure Reduction over Length of Piston

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Created Pressure Drop over Lengths of Piston

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Created Pressure Gradient given Velocity of Fluid

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Created Velocity of Fluid

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Created Velocity of Piston for Pressure reduction over Length of Piston

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Created Velocity of Piston given Shear Stress

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Created Dynamic Viscosity for Total Force in piston

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Created Length of Piston for Total Force in Piston

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Created Bed Slope of Channel given Slope of Dynamic Equation of Gradually Varied Flow

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Created Bed Slope of Channel given Slope of Dynamic Equation of GVF through Chezy formula

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Created Chezy Formula for Critical Depth of Channel given Slope of Dynamic Equation of GVF

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Created Chezy Formula for Normal Depth of Channel given Slope of Dynamic Equation of GVF

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Created Chezy Formula for Slope of Dynamic Equation of Gradually Varied Flow

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Created Critical Depth of Channel given Slope of Dynamic Equation of Gradually Varied Flow

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Created Normal Depth of Channel given Slope of Dynamic Equation of Gradually Varied Flow

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Created Slope of Dynamic Equations of Gradually Varied Flow

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Verified External Pressure Coefficient as given by ASCE 7

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Verified Gust Effect Factor as given by ASCE 7

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Verified Importance Factor given Velocity Pressure

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Verified Topographic Factor given Velocity Pressure

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Verified Velocity Pressure as given by ASCE 7

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Verified Velocity Pressure at given Point as given by ASCE 7

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Verified Wind Directionality Factor given Velocity Pressure

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9 More Wind Loads Calculators

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Created Height given Wind Pressure

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Created Pressure Walls and Pillars subjected to Wind Pressure

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Created Unit Weight of Material given Wind Pressure

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Created Wind Velocity given Height of Waves for Fetch less than 20 miles

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Created Wind Velocity given Height of Waves for Fetch more than 20 miles

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Created Zuider Zee Formula for Wind Velocity given Height of Wave Action

Go

Created Zuider Zee Formula for Wind Velocity given Setup above Pool Level

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Verified Work Done on Wheel per Second

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3 More Work Done Calculators

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Created Angle of Incidence of Waves by Zuider Zee formula

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Created Height of Wave Action using Zuider Zee Formula

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Created Height of Wave from Trough to Crest given Height of Wave Action by Zuider Zee Formula

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Created Setup above Pool Level using Zuider Zee Formula

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Created Zuider Zee formula for Average depth of Water given Setup above Pool level

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

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Verified Duration of Rainfall Excess given Total Runoff Depth

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Verified Duration of Rainfall from Rainfall Hyetograph

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Verified Phi Index given Total Runoff Depth

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Verified Precipitation given Total Runoff Depth for Practical Use

Go

Verified Pulses of Time Interval from Rainfall Hyetograph

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Verified Runoff to Determine Phi Index for Practical Use

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Verified Time Interval of Rainfall Hyetograph

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Verified Total Direct Runoff Depth

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3 More Φ Index Calculators

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List of Calculators by Rithik Agrawal