Calculators Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal
https://www.linkedin.com/in/rithik-agrawal-628026194/
1556
Formulas Created
418
Formulas Verified
227
Across Categories

List of Calculators by Rithik Agrawal

Following is a combined list of all the calculators that have been created and verified by Rithik Agrawal. Rithik Agrawal has created 1556 and verified 418 calculators across 227 different categories till date.
Created Deflection given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Deflection given Proof Load on Leaf Spring
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Created Deflection in Leaf Spring given Load
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Created Deflection in leaf spring given moment
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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 for Vertical Upward Force on Piston with Piston Velocity
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Created Dynamic Viscosity given Rate of Flow
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Created Dynamic Viscosity given Shear Stress resisting Motion of Piston
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Created Dynamic Viscosity given Velocity of Flow in Oil Tank
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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 Mean Velocity of Flows
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Created Modulus of Elasticity given Deflection in Leaf Spring and Moment
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Created Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Modulus of Elasticity given Proof Load on Leaf Spring
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Created Modulus of Elasticity in Leaf Spring given deflection
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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 Normal Stress in Bi-Axial Loading Calculators
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Created Angle of oblique plane when member is 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 X-direction 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 Pressure Gradient given Discharge
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Created Pressure Gradient given Maximum Shear Stress
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Created Pressure Gradient given Maximum Velocity between Plates
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Created Pressure Gradient given Mean Velocity of Flows
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Created Pressure Gradient given Shear Stress Distribution Profile
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Created Pressure Gradient using Velocity Distribution Profile
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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 Rate of Flow
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Created Velocity of Piston given Shear Stress resisting Motion of 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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Verified Adiabatic Exponent or Adiabatic Index
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Verified Mass Density of Liquid for Adiabatic Process
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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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Verified Design stress with factor of safety two
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Verified Ultimate wall stress given given ratio of pipe diameter to radius of gyration is more than 500
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Verified Ultimate Wall Stress given Ratio of Pipe Diameter to Radius of Gyration
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10 More American Iron and Steel Institute (AISI) Design Calculators
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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 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 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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Created Extrados Stresses on Arch Dam
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Created Intrados Stresses on Arch Dam
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Created Normal Radial Pressure at centerline given Moment at Abutments of Arch Dam
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Created Normal Radial Pressure at centerline given Moment at Crown of Arch Dam
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Created Normal Radial Pressure at centerline given Thrust at Abutments of Arch Dam
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Created Normal Radial Pressure at centerline given Thrust at Crown of 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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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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Created Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm
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Created Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm
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Created Diameter of Roller or Rocker for milled surface
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Created Diameter of Roller or Rocker for milled surface for d less than 635 mm
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Created Steel Yield Strength for milled surface
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Created Steel Yield Strength for milled surface of allowable Bearing Stress
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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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Created Braking distance on inclined surface
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Created Braking distance on inclined surface with efficiency n
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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 Breaking Distance when Velocity is in Kmph
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Verified Breaker Depth Index given Wave Period
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Verified Wave Height at Incipient Breaking using Breaker Depth Index
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Verified Wave Period given Breaker Depth Index
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13 More Breaker Index Calculators
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Created Allowable Bearing Stress for high strength bolts
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Created Tensile Strength of connected part given Allowable Bearing Stress for bolts
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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 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 Coefficient of discharge if velocity is considered for discharge over crested weir
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Verified Critical Depth due to reduction in area of flow section given total head
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Verified Discharge of broad crested weir if critical depth is constant
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Verified Discharge over broad crested weir
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Verified Discharge over broad crested weir if coefficient of discharge is considered
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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 Head on upstream given head for 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 if velocity is considered for discharge over broad crested weir
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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 constant critical depth
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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 specificweights
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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 Distance from Centroid for Minimum 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 Uniformly Varying Load with max intensity at support
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12 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 Discharge given Dynamic Viscosity
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Created Dynamic Viscosity given Discharge of pipe over length
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Created Dynamic Viscosity of fluids in flow
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Created Head given Dynamic Viscosity
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Created Head given Kinematic Viscosity
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Created Kinematic Viscosity of flow
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Created Length of Pipe given Dynamic Viscosity
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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 Reservoir Area using Dynamic Viscosity
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Created Specific Weight of Liquid given Dynamic Viscosities
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Created Specific Weight of Liquid using Dynamic Viscosity
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Created Time of Rise of Level from h1 to h2 using Dynamic Viscosity
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Created Time Required given Kinematic 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
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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 Angle of Sector given Top Width
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Created Angle of Sector given Wetted Perimeter
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Created Diameter of Section given Hydraulic Depth
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Created Diameter of Section given Hydraulic Radius for channel
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Created Diameter of Section given Section Factor
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Created Diameter of Section given Top Width
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Created Diameter of Section given Wetted Area
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Created Diameter of Section given Wetted Perimeter
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Created Hydraulic Depth of circle
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Created Hydraulic Radius given angle
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Created Section Factor for circle
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Created Top Width for circle
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Created Wetted Area for circle
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Created Wetted Perimeter for circle
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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 Load given Total Maximum Shear Stress for close coiled helical spring having axial pull
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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 Total Maximum Shear Stress for close coiled helical spring having axial pull
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Created Clearance given Radius of Cylinder
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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 Viscometer Constant given Total Torque
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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 Longitudinal Friction given Retardation of Vehicle
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Created Coefficient of Longitudinal Friction given velocity in Breaking Distance in in Kmph
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Created Height given Wind Pressure
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Created Longitudinal Shear Stress
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Created Pressure walls and pillars subjected to wind pressure
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Created Transverse shear given longitudinal shear stress
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Created Unit Weight of Material given Wind Pressure
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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 Radius of curvature using Distance from extreme fiber, Young's Modulus and stress induced
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Created Radius with known Young's Modulus, Moment of Resistance and Moment of Inertia
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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 given Combined Bending and Torsion Condition
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Created Angle of twist in Combined Bending and Torsion Condition
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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 Condition
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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 are Induced
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Created Angle of Oblique Plane using Shear Stress when Complementary Shear Stresses are Induced
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Created Normal stress when complementary shear stresses are induced
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Created Shear stress along oblique place when complementary shear stresses are 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
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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 Discharge
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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 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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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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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 Hydraulic Radius given Head on Entrance using Mannings formula
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Created Mannings Formula for Bed Slope given Velocity of Flow in Culverts
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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 Roughness Coefficient given Head on Entrance 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 Area given Discharge under Dams on Soft or Porous Foundations
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Created Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations
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Created Depth below Surface given Neutral stress per unit area for Dams on Soft Foundations
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Created Discharge given Hydraulic gradient per unit head for Dams on Soft Foundations
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Created Discharge under Dams on Soft or Porous 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 Discharge under Dams on Soft or Porous Foundations
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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 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 Discharge given Total Required Power
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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 Length of Pipe given Total Required Power
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Created Length of Pipe given Total Required Power with Discharge
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Created Pressure Gradient given Total Required Power
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Created Pressure Gradient given Total Required Power with Discharge
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Created Reynolds Number given Friction Factor
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Created Shear Stress 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 Specific Weight of Liquid given Shear Stress with Friction Factor
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Created Total Required Power
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Created Total Required Power given Discharge
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Created Diameter of Piston given Pressure reduction over Length of Piston
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Created Diameter of Piston given Rate of Flow
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Created Diameter of Piston given Shear Force Resisting Motion of Piston
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Created Diameter of Piston given Shear Stress resisting Motion of Piston
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Created Diameter of Piston given Vertical Upward Force on Piston
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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 Length of Piston given Shear Force Resisting Motion of 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 Rate of Flow given velocity of piston
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Created Shear Force given Total Force
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Created Shear Force resisting motion of piston
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Created Shear Stress given Shear Force Resisting Motion of Piston
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Created Shear Stress 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
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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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15 More Deflection Due to Prestressing Force Calculators
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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
Go
Verified Cross Sectional Area of Entrance given Water Volume exchanged during entire Tide Period
Go
Verified Density Influence given Ratio of Water Volume entering Harbor per Tide
Go
Verified Difference between High and Low tide level given portion caused by filling
Go
Verified Maximum River Density given Relative Density
Go
Verified Minimum River Density given Relative Density
Go
Verified Portion caused by Filling evaluated by comparing Tidal Prism of Harbor to Total Harbor Volume
Go
Verified Portion caused by Filling given average Harbor Depth
Go
Verified Portion caused by Filling given Ratio of Water Volume entering Harbor per Tide
Go
Verified Ratio of Water Volume entering Harbor per Tide to Harbor Volume
Go
Verified Relative Density given River Density
Go
Verified Relative Density given Velocity in Dry Bed Curve
Go
Verified Tidal prism of harbor basin
Go
Verified Tidal Prism of Harbor Basin given difference between High and Low Tide Levels
Go
Verified Total Harbor Volume based upon Depth
Go
Verified Total Harbor Volume based upon depth given difference between high and low tide levels
Go
Verified Total Water Volume exchanged during entire Tide Period
Go
Verified Velocity in Dry Bed Curve
Go
3 More Density Currents in Harbors Calculators
Go
Created Component of Velocity in X-Direction using Slope of Streamline
Go
Created Component of Velocity in Y-Direction given Slope of Streamline
Go
Created Slope of Streamline
Go
Verified Bulking stress
Go
Verified Flexibility factor
Go
Verified Modulus of elasticity for given flexibility factor
Go
Verified Moment of inertia given flexibility factor
Go
Verified Pipe Diameter given Bulking Stress
Go
Verified Pipe Diameter using Flexibility Factor
Go
Verified Radius of gyration given bulking stress
Go
Verified Soil Stiffness Factor given Bulking Stress
Go
Verified Span Diameter given Thrust
Go
Verified Thrust of structure
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7 More Design of Highway Culverts Calculators
Go
Verified Dynamic Viscosity given Power Requirement for Rapid Mixing Operations
Go
Verified Flow Rate of Secondary Effluent given Volume of Flocculation Basin
Go
Verified Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations
Go
Verified Power Requirement for Rapid Mixing Operations in Wastewater Treatment
Go
Verified Time in Minutes Per Day given Volume of Flocculation Basin
Go
Verified Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations
Go
Verified Volume of Rapid Mix Basin
Go
Verified Wastewater Flow given Volume of Rapid Mix Basin
Go
11 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Verified Angle Made by Pendulum
Go
Verified Distance Moved by Pendulum on Horizontal scale
Go
Verified Length of Plumb Line
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Verified Discharge for notch which is to be Calibrated
Go
7 More Discharge Calculators
Go
Verified Perimeter when Inlet Capacity for Flow Depth is up to 4.8 inches
Go
9 More Disposing of storm water Calculators
Go
Created Dynamic Viscosity for Discharge through Pipe
Go
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 given Pressure Head Drop
Go
Created Dynamic Viscosity given Rate of Flow with Pressure Gradient
Go
Created Dynamic Viscosity using Velocity Distribution Profile
Go
Created Angle of incidence of waves by Zuider Zee formula
Go
Created Coefficient of Permeability given Maximum and Minimum Permeability for Earth Dam
Go
Created Coefficient of Permeability given Quantity of seepage in length of dam
Go
Created Coefficient of Permeability Given Seepage Discharge in Earth Dam
Go
Created Fetch given height of waves for fetch more than 20 miles
Go
Created Head difference between headwater and tail water given Quantity of seepage in length of dam
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Created Height of Wave Action using Zuider Zee Formula
Go
Created Height of Wave from Trough to Crest given Height of Wave Action by Zuider Zee Formula
Go
Created Height of wave from trough to crest given Velocity between 1 and 7 feet
Go
Created Hydraulic Gradient Given Seepage Discharge in Earth Dam
Go
Created Length of dam to which flow net applies given Quantity of seepage in length of dam
Go
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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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
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Created Number of equipotential drops of net given Quantity of seepage in length of dam
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Created Number of flow channels of net water given Quantity of seepage in length of dam
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Created Quantity of seepage in length of dam under Consideration
Go
Created Seepage Discharge in Earth Dam
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Created Setup above Pool Level using Zuider Zee Formula
Go
Created Superficial area of flow Given Seepage Discharge in Earth Dam
Go
Created Time Taken given Seepage Discharge in Earth Dam
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Created Velocity when wave heights between 1 and 7 feet
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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 Tire Penetration Factor given Rolling Resistance
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Verified Weight on Drivers given Usable Pull
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Verified Weight on Wheels given Rolling Resistance
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Verified Weight on Wheels using Grade Resistance for Motion on Slope
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11 More Earthmoving Calculators
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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
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Verified Error in Head for Rectangular Weir
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Verified Error in Head for Triangular Weir
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Created Elastic Modulus of Rock given Deflection Due to Moments on Arch Dam
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Created Elastic Modulus of Rock given Deflection Due to Shear on Arch Dam
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Created Elastic Modulus of Rock given Deflection Due to Thrust on Arch Dam
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Created Elastic Modulus of Rock given Rotation Due to Moment on Arch Dam
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Created Elastic Modulus of Rock given Rotation Due to Shear on Arch Dam
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Created Elastic Modulus of Rock given Rotation Due to Twist on Arch Dam
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Created Coefficient of Discharge of Elbow Meter given Discharge
Go
Created Cross Sectional Area of Elbow Meter given Discharge
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Created Differential Pressure Head of Elbow Meter
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Created Discharge through pipe in elbowmeter
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Created Cross Sectional Area with known Elongation of Tapering Bar due to self weight
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Created Elongation due to Self Weight in Prismatic Bar
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Created Elongation due to Self Weight in Prismatic bar using applied load
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Created Elongation of Truncated Conical Rod due to Self Weight
Go
Created Length of Bar using Elongation due to Self Weight in Prismatic bar
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Created Length of Bar using its uniform Strength
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Created Length of rod of truncated conical section
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Created Modulus of Elasticity of Bar with known elongation of Truncated Conical Rod due to Self Weight
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Created Modulus of Elasticity of Rod using Extension of Truncated Conical Rod due to Self Weight
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Created Specific weight of Truncated Conical Rod using its elongation due to Self Weight
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Created Uniform stress on bar due to self weight
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Created Elongation of Conical bar due to Self Weight
Go
Created Elongation of Conical Bar due to Self Weight with known Cross-sectional area
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Created Length of Bar given Elongation of Conical Bar due to Self Weight
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Created Length of Bar using Elongation of Conical Bar with Cross-sectional area
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Created Length of Prismatic Rod given Elongation due to Self Weight in Uniform Bar
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Created Length of Tapering Rod with known Extension of Circular Tapering Rod
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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
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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
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Created Self Weight of Conical section with known Elongation
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Created Self Weight of Prismatic Bar with known Elongation
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Created Chezy Formula for Energy Slope of Rectangular Channel
Go
Created Energy Slope given Slope of Dynamic Equation of Gradually Varied Flow
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Created Energy Slope of channel given Energy Gradient
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Created Energy Slope of Rectangular channel
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Created Entrance Loss Coefficient given Velocity of Flow Fields
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Created Head Loss in Flow
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Created Hydraulic Radius of Culvert given Velocity of Flow Fields
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Created Length of Culvert given Velocity of Flow Fields
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Created Mannings Roughness Coefficient given Velocity of Flow Fields
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Created Velocity of Flow Fields
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Verified Coefficient of Drag at 10-m Reference Level given Wind Stress
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Verified Friction velocity given wind speed at height above surface
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Verified Friction Velocity given Wind Stress
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Verified Height z above Surface given standard reference wind Speed
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Verified Rate of Momentum Transfer at Standard Reference Height for Winds
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Verified Wind Speed at Height z above Surface
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Verified Wind Speed at Height z above Surface given standard reference wind Speed
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Verified Wind Speed at standard 10-m Reference Level
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Verified Wind Speed given Coefficient of Drag at 10-m Reference Level
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Verified Wind Stress given Friction Velocity
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Verified Wind Stress in parametric form
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13 More Estimating Marine and Coastal Winds Calculators
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Created Datum Height at Section 1 from Bernoulli Equation
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Created Datum Height using Piezometric Head for Steady Non-Viscous Flow
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Created Piezometric Head for Steady Non Viscous Flow
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Created Pressure at Section 1 from Bernoulli Equation
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Created Pressure given Piezometric Head for Steady Non Viscous Flow
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Created Pressure Head for Steady Non Viscous Flow
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Created Pressure using Pressure Head for Steady Non Viscous Flow
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Created Velocity at Section 1 from Bernoulli Equation
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Created Velocity Head for Steady Non Viscous Flow
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Created Velocity of Flow given Velocity Head for Steady Non Viscous Flow
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Verified Cross Sectional Area given Mass of Fluid Striking Plate
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Verified Specific Gravity for Mass of Fluid Striking Plate
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Verified Velocity of jet for mass of fluid striking plate
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11 More Flat Plate Normal to the Jet Calculators
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Created Equivalent width of flitched beam
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Created Modular Ratio for Equivalent width of flitched beam
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Created Thickness of Steel given Equivalent width of flitched beam
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Verified Inflow Rate given Rate of Change of Storage
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15 More Flood Routing Calculators
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Created Hydraulic Depth given Section Factor
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Created Section Factor in open channel
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Created Top Width given Section Factors
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Created Wetted Area given Section Factor
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Created Allowable Unit Stress given Most economical pipe diameter for distribution system
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Created Average Head for most economical pipe diameter of distribution system
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Created Average Power for Most economical pipe diameter for distribution system
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Created Cost given Most economical pipe diameter of distribution system
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Created Darcy Weisbach friction factor for most economical pipe diameter for distribution system
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Created Discharge for most economical pipe diameter for distribution system
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Created Initial Investment for Most economical pipe diameter of distribution system
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Created Most economical pipe diameter for distribution system of water
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Verified Velocity using Water Flow Equation
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7 More Flow velocity in straight sewers Calculators
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Verified Pressure at point in liquid given Pressure Head
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Verified Pressure Difference between two Points in Liquid
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Verified Pressure Head of Liquid
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Verified Pressure Head of Liquid given Pressure Head of another Liquid having same Pressure
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Verified Average per cycle Exchange Coefficient
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Verified Concentration of substance after i tidal cycles
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Verified Froude number where particle motion in vessel generated waves does not reach bottom
Go
Verified Initial concentration of substance in harbor water
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Verified Vessel Speed given Froude Number
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Verified Water Depth given Froude Number
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12 More Flushing/Circulation Processes and Vessel Interactions Calculators
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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
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Created Gravity Force given Sum of Total Forces influencing Motion of Fluid
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Created Mass of Fluid given Sum of Total Forces influencing Motion of Fluid
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Created Pressure Force given Sum of Total Forces influencing Motion of Fluid
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Created Sum of Total Forces Influencing Motion of Fluid
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Created Surface Tension Force given Sum of Total Forces influencing Motion of Fluid
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Created Turbulent Force given Sum of Total Forces influencing Motion of Fluid
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Created Viscous Force given Sum of Total Forces influencing Motion of Fluid
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Verified Form Drag Coefficient given Form Drag of Vessel
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Verified Form Drag of Vessel due to Flow of Water Past Vessel's Cross-sectional Area
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Verified Vessel beam given form drag of vessel
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4 More Form Drag Calculators
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Created Friction Factor
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Created Friction Factor given Reynolds Number
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Created Friction Factor given Shear Stress
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Created Friction Factor given Shear Stress and Density
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Created Friction Factor given Shear Velocity
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Created Friction Factor when Head Loss is due to Frictional Resistance
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Verified Coefficient of Friction given Px
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Verified Prestress Force at Distance X by Taylor Series Expansion
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Verified Prestress Force at Stressing End
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Verified Prestress Force at Stressing End using Taylor Series Expansion
Go
Verified Prestressing Force at Distance X
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Verified Prestressing Force at Distance x from Stretching End for Known Resultant
Go
Verified Resultant of Vertical Reaction from Concrete on Tendon
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Verified Wobble Coefficient k given Px
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1 More Friction Loss Calculators
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Created Hydraulic Depths
Go
Created Hydraulic Radius or Hydraulic Mean Depth
Go
Created Top Width given Hydraulic Depth
Go
Created Wetted Area given Hydraulic Depth
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Created Wetted Area given Hydraulic Mean Depth
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Created Wetted Perimeter given Hydraulic Mean Depth
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Created Camber given Gradient
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Created Distance from center of camber given Height for Parabolic Shape Camber
Go
Created Grade Compensation formula 1
Go
Created Grade Compensation formula 2
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Created Gradient given Camber
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Created Gradient given Height for Parabolic Shape Camber
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Created Height for Parabolic Shape Camber
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Created Height for Straight Line Camber
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Created Radius of Road given Grade Compensation formula 1
Go
Created Radius of Road given Grade Compensation formula 2
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Created Width of Road given Height for Parabolic Shape Camber
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Created Width of Road given Height for Straight Line Camber
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Created Area of Section given Energy Gradient
Go
Created Area of Section given Froude Number
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Created Area of Section given Total Energy
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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
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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
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 Height of section given Water Pressure in gravity dam
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
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 for head loss over length of pipe with discharge
Go
Created Specific Weight of Liquid given Head Loss over Length of Pipe
Go
Verified Additional length accounting for mass outside each end of channel
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
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16 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 Allowable Speed of Vehicle on curve without super-elevation
Go
Created Centrifugal Factor on road without super elevation for equilibrium
Go
Created Centrifugal Force given Centrifugal Ratio on road without super elevation
Go
Created Centrifugal Force on vehicle moving on road without superelevation
Go
Created Centrifugal Ratio on road without super elevation
Go
Created Coefficient of Friction given General Equation of Super-elevation on Road
Go
Created Distance between wheels given Centrifugal Factor on road for equilibrium
Go
Created Distance between wheels given Impact Factor on road for equilibrium
Go
Created Equilibrium Super-elevation on Road
Go
Created Friction given Allowable Speed of Vehicle on curve without super-elevation
Go
Created General Equation of Super-elevation on Road
Go
Created Height of vehicle centroid given Centrifugal Factor on road for equilibrium
Go
Created Height of vehicle centroid given Impact Factor on road for equilibrium
Go
Created Impact Factor on road without super elevation
Go
Created Impact Factor on road without super elevation for equilibrium
Go
Created Super-elevation on Road
Go
Created Super-elevation when lateral friction is neglected
Go
Created Super-elevation when lateral friction is not considered for V in kmph
Go
Created Weight of Vehicle given Centrifugal Force on vehicle on road without super elevation
Go
Created Weight of Vehicle given Centrifugal Ratio on road without super elevation
Go
Created Width of Road given Super-elevation on Road
Go
7 More Horizontal Curves Calculators
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
Verified Head given discharge through notch which is to be calibrated
Go
8 More Hydraulic Head Calculators
Go
Created Head given Discharge under Dams on Soft or Porous Foundations
Go
Created Head given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created Head given Length of Conduit after using Area of Pipe in Discharge
Go
Created Head given Minimum Safe Length of Travel path under Dams
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 Effective head for Power in Kilowatt
Go
Created Effective head for Power obtained from water flow in horsepower
Go
Created Effective head for Power obtained from water flow in Kilowatt
Go
Created Effective head given 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 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 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 Total weight of water given potential energy in hydroelectric power generation
Go
Created Unit weight of water for Power obtained from water flow in horsepower
Go
Created Unit weight of water for Power obtained from water flow in Kilowatt
Go
I-Beam (9)
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
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3 More I-Beam Calculators
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Verified Air Transport Movement Per Aircraft
Go
Verified Airline Industry Wages
Go
Verified Jet Fuel Price given Yield
Go
Verified Real Gross National Product
Go
Verified Real Yield given Revenue Passenger Miles
Go
Verified Regression Model Formulation for Yield
Go
Verified Revenue Passenger Miles
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3 More Integrated Demand Forecast Framework Calculators
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
Verified Difference in Elevation when Air is Isothermal
Go
Verified Elevation from Datum when Air is Isothermal
Go
Verified Height of Fluid Column of Constant Specific Weight
Go
Verified Pressure at any point in liquid given elevation from datum
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 Coefficient of Velocity 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 Absolute Velocity of Issuing Jet using Work done by Jet on Ship
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 Head Loss Due to Friction Loss
Go
Created Kinetic Energy of Water
Go
Created Propelling Force
Go
Created Specific Weight of Liquid given Weight of Water
Go
Created Specific Weight of Liquid given Work done by Jet on Ship
Go
Created Velocity of Jet relative to Motion of Ship given Kinetic Energy
Go
Created Velocity of jet relative to motion of ship given weight of water
Go
Created Velocity of Moving Ship given Relative Velocity
Go
Created Velocity of Moving Ship given Work done by jet on Ship
Go
Created Weight of Water given head loss due to friction
Go
Created Weight of Water given Kinetic Energy
Go
Created Weight of Water given Propelling Force
Go
Created Weight of Water given Work done by Jet on Ship
Go
Created Weight of Water using Relative Velocity
Go
Created Work Done by Jet on Ship
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 Area of Cross Section for Force Exerted by Jet in Direction of Flow
Go
Verified Area of Cross Section for Force Exerted by Jet with relative velocity
Go
Verified Area of Cross Section for Mass of Fluid Striking moving Vane per Second
Go
Verified Area of Cross Section for work done by Jet on vane per second
Go
Verified Efficiency of Jet
Go
Verified Force Exerted by Jet in Direction of Flow of Incoming Jet
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
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 Specific Gravity for Mass of Fluid Striking Vanes per Second
Go
Verified Specific Weight of fluid for Mass of Fluid Striking Vane 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 Rate of Flow through Propeller
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 Coefficient of Drag
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 Diameter of Spherical Surface given Specific Weights
Go
Created Drag Force given Coefficient of Drag
Go
Created Dynamic Viscosity 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 Specific Weight of Fluid given Resistance Force
Go
Created Specific Weight of Fluid given Terminal Fall Velocity
Go
Created Specific Weight of Sphere given Resistance Force
Go
Created Specific Weight of Sphere given Terminal Fall Velocity
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 Shear Stress
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
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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 Specific Weight of Fluid given Pressure Head Drop
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 Dynamic Viscosity given Potential Head Drop
Go
Created Horizontal Distance given Slope of Channel
Go
Created Length of Pipe given Potential Head Drop
Go
Created Mean Velocity in flow
Go
Created Mean Velocity of Flow given Potential Head Drop
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 Specific weight of liquid for Discharge per unit channel width
Go
Created Specific Weight of Liquid given Bed Shear Stress
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Created Specific Weight of Liquid given Mean Velocity of flow
Go
Created Specific Weight of Liquid given Potential Head Drop
Go
Created Specific Weight of Liquid given Slope of Channel
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
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Created Mean Velocity using Darcy's Law
Go
Created Bending Stress of Leaf Spring
Go
Created Length given Bending Stress of Leaf Spring
Go
Created Length given Deflection in Leaf Spring
Go
Created Length given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created Length given Proof Load on Leaf Spring
Go
Created Load given Bending Stress of Leaf Spring
Go
Created Load given Deflection in Leaf Spring
Go
Created Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created Moment given Deflection in Leaf Spring
Go
Created Moment of Inertia given Deflection in Leaf Spring
Go
Created Number of Plates given Bending Stress of Leaf Spring
Go
Created Number of plates given Deflection in Leaf Spring
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Created Number of Plates given Proof Load on Leaf Spring
Go
Created Proof Load on Leaf Spring
Go
Created Thickness given Bending Stress of Leaf Spring
Go
Created Thickness given Deflection in Leaf Spring
Go
Created Thickness given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Thickness given Proof Load on Leaf Spring
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Created Width given Bending Stress of Leaf Spring
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Created Width given Deflection in Leaf Spring
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Created Width given Proof Load on Leaf Spring
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Created Angle of Inclination of Free Surface
Go
Created Atmospheric pressure for pressure at any point in liquid
Go
Created Constant Horizontal Acceleration given Angle of Inclination of Free Surface
Go
Created Constant Horizontal Acceleration given Slope of Surface of Constant Pressure
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Created Gauge Pressure at any point in liquid with height
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Created Pressure at Any Points in Liquid
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Created Slope of Surface of Constant Pressure
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Created Specific Weight of liquid for Gauge Pressure at point in liquid
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Created Specific Weight of Liquid given Total Force exerted at any Section of Container
Go
Created Specific Weight of Liquids given Pressure at any point in liquid
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Created Total force exerted at any section on container
Go
Created Vertical Depth below Free Surface given Pressure at any point in Liquids
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
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Created Net Force Acting in Vertical Upward Direction of Tank
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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
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Verified Concentrated Load given Deflection at Top
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Verified Concentrated Load given Deflection at Top Due to Fixed against Rotation
Go
Verified Deflection at Top due to Concentrated Load
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Verified Deflection at Top due to Fixed against Rotation
Go
Verified Deflection at Top due to Uniform Load
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Verified Modulus of Elasticity given Deflection at Top Due to Concentrated Load
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Verified Modulus of Elasticity given Deflection at Top Due to Fixed against Rotation
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Verified Modulus of Elasticity of Wall Material given Deflection
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Verified Wall Thickness given Deflection
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Verified Wall Thickness given Deflection at Top due to Concentrated Load
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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 Depth of Section for Compact Section for LFD given Minimum Web Thickness
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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 Plastic Section Modulus for Compact Section for LFD given Maximum Bending Moment
Go
Created Section Modulus for Braced Non-Compact Section for LFD given Maximum Bending Moment
Go
Created Smaller Moment of unbraced length for Compact Section for LFD given Maximum Unbraced Length
Go
Created Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges
Go
Created Ultimate Moment of unbraced length for Compact Section given Maximum Unbraced Length
Go
Created Unsupported length for Braced Non-Compact Section for LFD given Minimum Web Thickness
Go
Created Width of Projection of Flange for Braced Non-Compact Section given Maximum Bending Moment
Go
Created Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness
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 for given Maximum 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
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Created Transverse Shear given Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Created Moment of Inertia
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Created Web thickness given moment of inertia
Go
Created Dynamic Viscosity given Pressure Gradient
Go
Created Pressure Gradient
Go
Created Rate of Flow given Pressure Gradient
Go
Created Material Coefficient C1 given Discharge under Dams on Soft or Porous Foundations
Go
Created Material Coefficient C1 given Length of Conduit after using Area of Pipe in Discharge
Go
Created Material Coefficient C1 given New Material Coefficient C2 for Dams on Soft Foundations
Go
Created Material Coefficient C2 given Minimum Safe Length of Travel path under Dams
Go
Verified Duration given Maximum Intensity
Go
6 More Maximum Intensity-Duration-Frequency Relationship Calculators
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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 of triangular section given maximum shear stress
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Created Transverse shear 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
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Created Mean Velocity of Flow given Shear Stress and Density
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Created Mean Velocity of Flow given Shear Stress with Friction Factor
Go
Created Mean Velocity of Flow given Shear Velocity
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Created Mean Velocity of Flow given Total Required Power
Go
Verified Cumulative Infiltration Capacity given Green-Ampt Parameters of Infiltration Model
Go
13 More Measurement of Infiltration Calculators
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Verified Pressure at Point m in Pizometer
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Verified Pressure head at point in piezometer
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Verified Specific Weight of liquid in peizometer
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Verified Distance between Centre of Gravity of these Wedges
Go
Verified Moment of Turning Couple due to Movement of Liquid
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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
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Created Moments given Rotation Due to Moment on Arch Dam
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Created Moments given Rotation Due to Twist on Arch Dam
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Created Discharge given Specific Force
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 Density of Liquid given Output Power
Go
Created Density of Liquid given Thrust on Propeller
Go
Created Density of Liquid with Absolute Velocity given Power Lost
Go
Created Density of Liquid with relative velocity given Power Lost
Go
Created Diameter of Propeller given Rate of Flow through Propeller
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 Increase in Pressure 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 Output Power
Go
Created Rate of Flow given Power Lost
Go
Created Rate of Flow given Thrust on Propeller
Go
Created Rate of Flow through Propeller
Go
Created Theoretical Propulsive Efficiency
Go
Created Thrust on Propeller
Go
Verified Column Buckling Stress Fc1 given Relative Material Cost
Go
Verified Column Buckling Stress Fc2 given Relative Material Cost
Go
Verified Relative Material Cost for Two Columns of Different Steels Carrying Same Load
Go
21 More Most Economic Steel Structure Calculators
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 of Flow given Absolute Velocity of Surges
Go
Created Velocity of Flow given Depth of flow
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
Go
Created Theoretical Velocity at Section 2
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
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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
Verified Rate of change of grade in parabolic curves
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4 More Parabolic Curves Calculators
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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
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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 Force acting on each cut of edge of pipe given Internal Pressure
Go
Created Internal Pressure
Go
Created Outside Diameter of Pipe given Internal Pressure
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Created Actual Velocity of Flowing Stream
Go
Created Coefficient of Velocity given 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
Verified Polymer Feed Rate as Mass Flow Rate given Polymer Feed Rate as Volumetric Flow Rate
Go
5 More Polymer Feed Rate Calculators
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Verified Atmospheric pressure P according to polytropic process
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Verified Density According to Polytropic Process
Go
Verified Initial Density According to Polytropic Process
Go
Verified Initial Pressure according to Polytropic Process
Go
Verified Positive Constant
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1 More Polytropic Atmosphere Calculators
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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 Component of Strain at Level of First Tendon due to Pure Compression
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Verified Prestress Drop given Strain due to Bending and Compression in Two Parabolic Tendons
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Verified Prestressing Force in Tendon B using Eccentricities
Go
Verified Variation of Eccentricity of Tendon B
Go
Verified Variation of Eccentricity on Tendon A
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2 More Post Tensioned Bending Members Calculators
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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
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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
Created Angle of oblique plane using shear stress on it and axial load
Go
Created Bending moment of circular shaft
Go
Created Bending stress of circular shaft given bending moment
Go
Created Bending stress of member using Maximum bending Moment
Go
Created Diameter of circular shaft for equivalent torque and maximum shear stress
Go
Created Diameter of circular shaft given bending stress
Go
Created Diameter of circular shaft given equivalent bending moment and maximum principal stress
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Created Equivalent Bending moment given maximum principal stress
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Created Maximum shear stress due to combined bending and torsion
Go
Created Shear Stress given Torsion
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Created Torsion given Shear Stress
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1 More Principal Stress Calculators
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Verified Absolute Pressure using Equation of State
Go
Verified Absolute Pressure using Equation of State given Specific Weight
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Verified Absolute Temperature of Gas
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Verified Bulk Modulus of Elasticity
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Verified Capillary Rise or Depression of Fluid
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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
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Verified Compressibility of Fluid
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Verified Compressibility of Fluid given Bulk Modulus of Elasticity
Go
Verified Dynamic Viscosity given Shear Stress
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Verified Dynamic Viscosity using Kinematic Viscosity
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Verified Gas Constant using Equation of State
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Verified Mass Density given Specific Weight
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Verified Mass Density given Viscosity
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Verified Pressure Intensity inside Droplet
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Verified Pressure Intensity inside Liquid Jet
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Verified Pressure Intensity inside Soap Bubble
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Verified Shear Stress between any two thin sheets of Fluid
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Verified Specific Gravity of Fluid
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Verified Specific Volume of Fluid
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Verified Velocity Gradient
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Verified Velocity Gradient given Shear Stress
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Verified Velocity of Fluid given Shear Stress
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Verified Volume of Fluid given Specific Weight
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Verified Coefficient of discharge given constant for rectangular shaped aperture weir
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Verified Constant for rectangular shaped aperture weir
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Verified Constant given discharge through small rectangular shaped aperture weir
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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
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Created Deflection given Proof Load in Quarter Elliptical Spring
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Created Deflection in Quarter Elliptical Spring
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Created Length given Deflection in Quarter Elliptical Spring
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Created Length given Maximum Bending Stress in Quarter Elliptical Spring
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Created Length given Proof Load in Quarter Elliptical Spring
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Created Load given Deflection in Quarter Elliptical Spring
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Created Load given Maximum Bending Stress in Quarter Elliptical Spring
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Created Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Modulus of Elasticity given Deflection in Quarter Elliptical Spring
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Created Modulus of Elasticity given Proof Load in Quarter Elliptical Spring
Go
Created Number of Plates given Deflection in Quarter Elliptical Spring
Go
Created Number of Plates given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Number of Plates given Proof Load in Quarter Elliptical Spring
Go
Created Proof Load in Quarter Elliptical Spring
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Created Thickness given Deflection in Quarter Elliptical Spring
Go
Created Thickness given Maximum Bending Stress in Quarter Elliptical Spring
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Created Thickness given Proof Load in Quarter Elliptical Spring
Go
Created Width given Deflection in Quarter Elliptical Spring
Go
Created Width given Maximum Bending Stress 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 Curve given Allowable Speed of Vehicle on curve without super-elevation
Go
Created Radius of Curve given Centrifugal Force on vehicle on road without super elevation
Go
Created Radius of Curve given Equilibrium Super-elevation on Road
Go
Created Radius of Curve given General Equation of Super-elevation on Road
Go
Created Radius of Curve given Impact Factor on road without super elevation
Go
Created Radius of Curve using Super-Elevation when Lateral Friction is not considered
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
Created Radius of Pipe given Velocity at any point in Cylindrical Element with Maximum Velocity
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
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Verified Radius of Wheel given Angular Momentum at Inlet
Go
Verified Radius of wheel given angular momentum at outlet
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Created Average Rainfall Intensity given Runoff Rate of Rainwater from bridge during Rainstorm
Go
Created Deck Width for handling Rainwater Runoff to Drain Scuppers
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Created Drainage Area given Runoff Rate of Rainwater from Bridge during Rainstorm
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Created Runoff Coefficient given Runoff Rate of Rainwater from bridge during Rainstorm
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Created Runoff Rate of Rainwater from Bridge during Rainstorm
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Created Shoulder width for deck width of rainwater runoff to drain scuppers
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Created Traffic Lane given Deck Width for handling Rainwater Runoff to Drain Scuppers
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Created Depth of Flow given Hydraulic Radius in rectangle
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Created Depth of Flow given Section Factor for rectangle channel
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Created Depth of Flow given Wetted Area for rectangle
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Created Depth of Flow given Wetted Perimeter for rectangle
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Created Hydraulic Radius of open channel
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Created Section Factor for rectangle
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Created Wetted Area for rectangle
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Created Wetted Perimeter for rectangular section
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Created Width of Section given Hydraulic Radius of rectangle
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Created Width of Section given Perimeter
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Created Width of Section given Section Factor
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Created Width of Section given Wetted Areas
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Created Depth of flow given Hydraulic Radius in most Efficient rectangular channel
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Created Depth of flow in Most Efficient channel for rectangular channel
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Created Hydraulic Radius in most Efficient open channel
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Created Width of Channel given Depth of flow in Most Efficient channels
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Created Diameter of sphere given dynamic viscosity
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Created Dynamic Viscosity given velocity
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Created Mean Velocity of Sphere given Dynamic Viscosity
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Created Specific Weight of Liquids given Dynamic Viscosity
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Created Specific Weight of Sphere given Dynamic Viscosity
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Verified Actual Value of Parameter Adopted in Design of Project given Safety Factor
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Verified Equation for Safety Factor
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Verified Equation for Safety Margin
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Verified Risk given Reliability
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Verified Value of Parameter obtained from Hydrological Considerations given Safety Factor
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6 More Risk, Reliability and Safety Factor Calculators
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Created Kinematic Viscosity given time
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Created Volume of Liquid given Kinematic Viscosity
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Verified Density of Material given Quantity of Scrap Produced
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Verified Number of Scrapers Pusher can Load
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Verified Quantity given Production Required
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Verified Trips Per Hour given Production of Scrap by Machines
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21 More Scraper Production Calculators
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Created Breadth given Rectangular Section Modulus
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Created Circular Section Modulus
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Created Depth given Rectangular Section Modulus
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Created Diameter given Circular Section Modulus
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Created Hollow Circular Section Modulus
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Created Hollow Rectangular Section Modulus
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Created Rectangular Section Modulus
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Verified Building Height for other Buildings given Fundamental Period
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Verified Building Height for reinforced Concrete Frames given Fundamental Period
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Verified Building Height for Steel Eccentrically Braced Frames given Fundamental Period
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Verified Building Height for Steel Frame given Fundamental Period
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Verified Fundamental period for steel frames
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Verified Seismic coefficient for short period structures
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Verified Seismic response Coefficient given Fundamental Period
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Verified Total Lateral Force acting in direction of each of Principal Axes
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13 More Seismic Loads Calculators
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Created Allowable Horizontal Shear for Individual Connector for 100,000 cycles
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Created Allowable Horizontal Shear for Individual Connector for 2 million cycles
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Created Allowable Horizontal Shear for Individual Connector for 500,000 cycles
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Created Allowable horizontal shear for individual connector for over 2 million cycles
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Created Allowable Horizontal Shear for welded studs for 100,000 cycles
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Created Allowable Horizontal Shear for welded studs for 2 million cycles
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Created Allowable Horizontal Shear for welded studs for 500,000 cycles
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Created Allowable Horizontal Shear for welded studs for over 2 million cycles
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Created Horizontal Shear Range at Juncture of Slab and Beam
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Created Moment of Inertia of Transformed Section given Horizontal Shear Range
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Created Shear Range due to Live and Impact Load given Horizontal Shear Range
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Created Static Moment of Transformed Section given Horizontal Shear Range
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Created Shear Capacity for Flexural Members
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Created Shear Capacity for Girders with Transverse Stiffeners
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Created Area given longitudinal shear stress
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Created Breadth for given longitudinal shear stress
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Created Maximum distance from neutral axis to extreme fiber given longitudinal shear stress
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Created Moment of Inertia given Longitudinal Shear Stress
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Created Acceleration of vehicle given Total Time of Travel in Overtaking Sight distance
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Created Intermediate Sight Distance
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Created Lag Distance or Reaction Distance for Velocity in Kmph
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Created Lag Distance or Reaction Distance given Stopping Sight Distance
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Created Minimum Overtaking Distance
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Created Overtaking Sight Distance given Minimum Overtaking Distance
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Created Reaction Time given Lag Distance or Reaction Distance
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Created Reaction Time in Lag distance given Velocity in Kmph
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Created Retardation of Vehicle
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Created Spacing between vehicles given Total Time of Travel in Overtaking Sight distance
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Created Stopping Sight Distance
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Created Stopping sight distance for velocity in meter per second
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Created Stopping Sight Distance given Intermediate Sight Distance
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Created Stopping sight distance on level ground with breaking efficiency n
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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 Total Time of Travel in Overtaking Sight distance
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Created Velocity of overtaking vehicle for forward moving vehicle velocity in meter per second
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Created Velocity of overtaking vehicle given forward moving vehicle velocity in Kmph
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Created Velocity of Vehicle given Breaking Distance
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Created Velocity of Vehicle given Lag Distance or Reaction Distance
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Created Velocity of Vehicle in kmph given Breaking Distance
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Created Velocity of vehicle in Kmph given Lag distance
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Created Velocity of Vehicle in meter per second for Braking Distance
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2 More Sight Distances Calculators
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Verified Ground Snow Load using Roof Type
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Verified Importance Factor using Roof Type
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Verified Roof Type given Roof Snow Load
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6 More Snow Loads Calculators
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Verified Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method
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24 More Soil Compaction Tests Calculators
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Created Area of Section Considering Condition of Maximum Discharge
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Created Area of Section given Discharge
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Created Area of Section of Open Channel Considering Condition of Minimum Specific Energy
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Created Datum Height for Total Energy per unit weight of water in flow section
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Created Depth of flow given Discharge
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Created Depth of flow given Total Energy in flow section taking Bed Slope as Datum
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Created Depth of flow given Total Energy per unit weight of water in flow section
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Created Diameter of Section given Froude Number
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Created Diameter of Section through Section Considering Condition of Minimum Specific Energy
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Created Discharge through area
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Created Discharge through Section Considering Condition of Maximum Discharge
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Created Discharge through Section Considering Condition of Minimum Specific Energy
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Created Froude Number given Velocity
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Created Mean Velocity of flow for total energy per unit weight of water in flow section
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Created Mean Velocity of Flow given Froude Number
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Created Mean Velocity of flow given Total Energy in flow section taking Bed Slope as Datum
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Created Mean Velocity of Flow through Section Considering Condition of Minimum Specific Energy
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Created Top Width of Section Considering Condition of Maximum Discharge
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Created Top Width of Section through Section Considering Condition of Minimum Specific Energy
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Created Total Energy per unit weight of water in flow section
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Created Total Energy per unit weight of water in flow section considering Bed Slope as Datum
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Created Total Energy per unit weight of water in flow section given Discharge
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Created Volume of Liquid Considering Condition of Maximum Discharge
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Verified Specific Gravity for Force Exerted by Jet in Direction of Flow of Incoming Jet
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Verified Specific Gravity for Force Exerted by Jet with relative velocity
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Verified Specific Gravity for Work Done by Jet on Vane per Second
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Verified Specific Gravity given Force Exerted by Jet in Direction of Flow
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Verified Specific Gravity of fluid for Mass of Fluid Striking Vane per Second
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Verified Specific Weight for Force Exerted by Jet in Direction of Flow
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Verified Specific Weight for Force Exerted by Jet in Direction of Flow of Incoming Jet
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Verified Specific Weight for Mass of Fluid Striking Vanes per Second
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Verified Specific Weight given Force Exerted by Jet with relative velocity
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Verified Specific weight when work done by jet on vane per second
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Verified Fluid Weight given torque
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Verified Specific Gravity for Mass of Fluid Striking Vane per Second
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Verified Specific Gravity given angular momentum at Inlet
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Verified Specific Gravity given Angular Momentum at Outlet
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Verified Specific Gravity given Power delivered to wheel
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Verified Specific Gravity given tangential momentum of fluid striking vanes at inlet
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Verified Specific Gravity given tangential momentum of fluid striking vanes at outlet
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Verified Specific Gravity given Work Done on Wheel per Second
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Verified Specific gravity with given torque by fluid
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3 More Specific Gravity Calculators
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Verified Specific Weight given Mass Density
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Verified Specific Weight of Fluid
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Verified Specific Weight of Fluid given Specific Gravity
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Verified Specific Weight using Equation of State given Absolute Pressure
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Spring (20)
Created Deflection of Square Section Wire Spring
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Created Diameter of spring wire or coil given Stiffness of spring
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Created Load given Deflection of Square Section Wire Spring
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Created Mean radius given Deflection of Square Section Wire Spring
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Created Mean Radius given Stiffness of Square Section Wire 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 active coils given Deflection of Square Section Wire Spring
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Created Number of active spring coils given Stiffness of Square Section Wire Spring
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Created Number of coils given Deflection of Square Section Wire Spring
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Created Number of spring coils given Stiffness of spring
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Created Number of spring coils given Stiffness of Square Section Wire Spring
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Created Springs in Parallel - Load
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Created Springs in Parallel - Spring Constant
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Created Springs in series- Deflections
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Created Springs in series- Spring constants
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Created Stiffness of spring
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Created Stiffness of Square Section Wire Spring
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Created Width given Deflection of Square Section Wire Spring
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Created Width given Stiffness of Square Section Wire Spring
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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 at any point with Maximum Velocity
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Created Distance of Element from Center Line given Velocity Gradient at Cylindrical Element
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Created Length of Pipe given Shear Stress at any Cylindrical Element
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Created Maximum Shear Stress at Cylindrical Element
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Created Maximum Velocity at axis of Cylindrical Element
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Created Maximum Velocity at Axis of Cylindrical Element given Mean Velocity of Flow
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Created Mean Velocity of Flow given Maximum Velocity at Axis of Cylindrical Element
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Created Mean Velocity of Fluid 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 Specific Weight of Liquid given Shear Stress at any Cylindrical Element
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Created Velocity at any point in Cylindrical Element
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Created Velocity at any Point in Cylindrical Element given Maximum Velocity at Axis
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Created Velocity Gradient given Pressure Gradient at Cylindrical Element
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Created Viscosity given Mean Velocity of Flow
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Created Steel yield strength for Braced Non-Compact Section for LFD given Maximum Bending Moment
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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 Braced Non-Compact Section for LFD given Minimum Flange Thickness
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Created Steel yield strength for Compact Section for LFD given Maximum Bending Moment
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Created Steel yield strength for 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 for compact section for LFD given minimum web thickness
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Created Steel yield strength on pins for buildings for LFD given allowable bearing stresses
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Created Steel yield strength on pins not subject to rotation for Bridges for LFD given pin stresses
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Created Steel yield strength on pins subject to rotation for bridges for LFD given pin stresses
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Created Actual stiffener spacing for minimum moment of inertia of transverse stiffener
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Created Gross Cross-Sectional Area of Intermediate Stiffeners
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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 Area given Stress Due to Gradually Applied Load
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Created Area given Stress Due to Suddenly Applied Load
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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 Load given Stress Due to Gradually Applied Load
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Created Load given Stress Due to Suddenly Applied Load
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Created Modulus of elasticity of Member given Strain Energy Stored by Member
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Created Modulus of Elasticity of member with known Strain Energy Density
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Created Modulus of Rigidity given Shear Resilience
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Created Shear Resilience
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Created Shear Stress given Shear Resilience
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Created Strain Energy Stored by Member
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Created Strain Energy Stored per Unit Volume
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Created Stress Due to Gradually Applied Load
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Created Stress Due to Impact Load
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Created Stress Due to Suddenly Applied Load
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Created Stress generated due to Strain Energy Density
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Created Stress of Member given Strain Energy Stored by Member
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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 Area to maintain stress as wholly compressive given eccentricity
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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 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 Loading of beam of uniform strength
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Created Section Modulus to maintain stress as wholly compressive given Eccentricity
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Created Stress of beam of Uniform Strength
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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 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 Root-mean-square Wave Height at Breaking
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8 More Surf Zone Waves Calculators
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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 negligible surge height
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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 Celerity of wave when surge height is less than depth
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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 Surge Height using Velocity at Depth2 when Surge Height is Negligible