Calculators Created by Rithik Agrawal

Created Deflection in leaf spring given moment

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Created Deflection in Leaf Spring when Load is Given

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Created Deflection when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given

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Created Deflection when Proof Load on Leaf Spring is Given

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Created Dynamic Viscosity for known Rate of Flow

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Created Dynamic Viscosity for Pressure Reduction over the Length of Piston

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Created Dynamic Viscosity for Shear Force Resisting the 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 when Shear Stress resisting the Motion of Piston is Given

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Created Dynamic Viscosity when Velocity of Flow in Oil Tank is Given

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Created Mean Velocity of Flow when Maximum Velocity is Given

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Created Mean Velocity of Flow when Pressure Difference is Given

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Created Mean Velocity of Flow when Pressure Gradient is Given

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Created Mean Velocity of Flow when Pressure Head Drop is Given

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Created Mean Velocity of Flows

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Created Modulus of Elasticity in Leaf Spring when deflection is established

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Created Modulus of Elasticity when Deflection in Leaf Spring and Moment are Given

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Created Modulus of Elasticity when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given

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Created Modulus of Elasticity when Proof Load on Leaf Spring is Given

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Created Normal Stress in Bi-Axial Loading

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Created Shear Stress in Bi-Axial Loading

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Created Stress along X- Direction when Shear Stress in Bi-Axial Loading is Given

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Created Stress along Y- Direction when Shear Stress in Bi-Axial Loading is Given

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Created Angle when Normal Stress when Member Subjected to Axial Load is Given

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Created Normal Stress when Member Subjected to Axial Load

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Created Shear Stress when Member Subjected to Axial Load

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

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

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Created Pressure Gradient given Maximum Shear Stress

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Created Pressure Gradient when Discharge is Given

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Created Pressure Gradient when Maximum Velocity between Plates is Given

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Created Pressure Gradient when Mean Velocity of Flows is Given

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Created Pressure Gradient when Shear Stress Distribution Profile is Given

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Created Pressure Gradient when Velocity Distribution Profile is Given

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Created Velocity of Piston for Shear Force Resisting the 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 when Rate of Flow is Given

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Created Velocity of Piston when Shear Stress resisting the Motion of Piston is Given

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Created Velocity of Piston when Velocity of Flow in Oil Tank is Given

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Created Velocity of Pistons for Pressure Drop over the 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 a Liquid for an Adiabatic Process

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Created Allowable Unit Stress in Bending

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

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Created Steel Yield Strength when Allowable Unit Stress in Bending is Given

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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 when 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 The ultimate wall stress

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

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Verified The 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 when Torque Exerted on the Fluid is Given

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Created Radial distance r1 when Torque Exerted on the Fluid is Given

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Created Radial distance r2 when Torque Exerted on the Fluid is Given

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Created Torque Exerted on the Fluid

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Created Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given

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Created Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given

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Created Angle Between Crown and Abutments when Thrust at Abutments of an Arch Dam is Given

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Created Constant K1 when Rotation Due to Moment on a Arch Dam is Given

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Created Constant K2 when Deflection Due to Thrust on a Arch Dam is Given

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Created Constant K3 when Deflection Due to Shear on a Arch Dam is Given

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Created Constant K4 when Rotation Due to Twist on a Arch Dam is Given

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Created Constant K5 when Deflection Due to Moments on a Arch Dam is Given

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Created Constant K5 when Rotation Due to Shear on a Arch Dam is Given

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Created Deflection Due to Moments on a Arch Dam

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Created Deflection Due to Shear on a Arch Dam

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Created Deflection Due to Thrust on a Arch Dam

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Created Extrados Stresses on a Arch Dam

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Created Intrados Stresses on a Arch Dam

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Created Normal Radial Pressure at the centerline when Moment at Abutments of an Arch Dam is Given

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Created Normal Radial Pressure at the centerline when Moment at Crown of an Arch Dam is Given

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Created Normal Radial Pressure at the centerline when Thrust at Abutments of an Arch Dam is Given

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Created Normal Radial Pressure at the centerline when Thrust at Crown of an Arch Dam is Given

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Created Radius to the centerline when Thrust at Abutments of an Arch Dam is Given

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Created Rotation Due to Moment on a Arch Dam

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Created Rotation Due to Shear on a Arch Dam

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Created Rotation Due to Twist on a Arch Dam

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Created Shear Force when Deflection Due to Shear on a Arch Dam is Given

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Created Shear Force when Rotation Due to Shear on a Arch Dam is Given

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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 Unshored Members

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Created Dead Load Moment when Stress in Steel for Shored Members is Given

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Created Live Load Moment when Stress in Steel for Shored Members is Given

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Created Live Load Moment when Stress in Steel for Unshored Members is Given

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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 when Stress in Steel for Unshored Members is Given

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Created Section modulus of transformed Composite Section when Stress in Steel for shored Members is Given

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Created Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given

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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 an inclined surface

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Created Braking distance on an 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 when Stopping Sight Distance is Given

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Created Breaking Distance when Velocity is in Kmph

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Verified Breaker Depth Index when Wave Period is Given

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Verified Wave Height at Incipient Breaking for known Breaker Depth Index

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Verified Wave Period when Breaker Depth Index is Given

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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 when Allowable Bearing Stress for bolts is Given

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Verified Actual discharge over broad crested weir

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Verified Additional head when head for broad crested weir is given

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

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

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

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

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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 when head for broad crested weir is given

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

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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 for known head

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Verified Buoyancy force when volume of vertical prism is given

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Verified Buoyant Force for a Body Immersed in Fluid

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Verified Buoyant force on vertical prism

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Verified Buoyant Force When a Body Floats at between two immiscible fluids of specificweights

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Verified Cross Sectional Area of Prism when Buoyancy Force is given

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

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Verified Pressure Head Difference when Buoyancy Force is given

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Verified Pressure Head Difference when Volume of Vertical Prism dV is given

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Verified Specific Weight pf the Fluid when Buoyancy Force is given

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Verified Volume of Vertical Prism dV

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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 a 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 Inertia for Maximum Intensity in horizontal plane on Buttress Dam

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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 when Natural frequency of each Cable is Given

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Created Fundamental Vibration Mode when Natural frequency of Each Cable is Given

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Created Natural frequency of each Cable

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Created Span of Cable when Natural frequency of each Cable is Given

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Created Cross Sectional Area of Tube when Dynamic Viscosity is Given

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Created Diameter of Pipe given Kinematic Viscosity

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Created Diameter of Pipe when Dynamic Viscosity with length is Given

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Created Diameter of Pipe when Dynamic Viscosity with time is Given

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Created Discharge when Dynamic Viscosity is Given

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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 Kinematic Viscosity

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Created Head when Dynamic Viscosity is Given

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Created Kinematic Viscosity of flow

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Created Length of Pipe given Kinematic Viscosity

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Created Length of Pipe when Dynamic Viscosity is Given

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Created Length of Reservoir when Dynamic Viscosity is Given

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Created Reservoir Area when Dynamic Viscosity is Given

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Created Specific Weight of Liquid given Dynamic Viscosities

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Created Specific Weight of Liquid when Dynamic Viscosity is Given

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

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Created Time Required given Kinematic Viscosity

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Created Catenary length measured from low point of simple cable with UDL

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Created Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given

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Created Horizontal Tension when tension at any point of simple cable with UDL is known

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Created Tension at any point given catenary length of simple cable

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Created UDL when Tension at any Point of the Simple Cable with a UDL is Given

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Created Catenary Parameter for UDL on Catenary Parabolic Cable

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Created Maximum Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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Created Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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Created Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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Created Total sag given catenary parameter for UDL on catenary parabolic cable

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Created UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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Created Angle of Sector when Top Width is Given

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Created Angle of Sector when Wetted Perimeter is Given

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Created Diameter of Section given Wetted Area

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Created Diameter of Section when Hydraulic Depth is Given

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Created Diameter of Section when Hydraulic Radius for channel is Given

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Created Diameter of Section when Section Factor is Given

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Created Diameter of Section when Top Width is Given

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Created Diameter of Section when Wetted Perimeter is Given

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Created Hydraulic Depth of circle

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Created Hydraulic Radius when angle is given

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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 when Depth of flow in most efficient channel for maximum velocity is Given

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Created Diameter of Section when Depth of flow in most Efficient Channel section is Given

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Created Diameter of Section when flow depth in most efficient channel is Given

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Created Diameter of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given

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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 Hydraulic Radius of most Efficient Channel

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Created Radius of Section when Depth of flow in Efficient Channel is Given

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Created Radius of Section when Depth of flow in most efficient channel for maximum velocity is Given

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Created Radius of Section when Depth of flows in most efficient channel is Given

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Created Radius of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given

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Created Radius of Section when Hydraulic Radius is Given

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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 when extension is given

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Created Diameter at Other End of Circular Tapering rod when Extension is given

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Created Diameter of Rod when Extension of Circular Tapering Rod for a particular section is Given

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Created Extension of Circular Tapering Rod

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Created Extension of Circular Tapering Rod for a particular section where diameters are equal

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Created Length of Circular Tapering rod when extension is given

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Created Length of Rod when Extension of Circular Tapering Rod for a particular section is Given

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Created Load at the End given Extension of Circular Tapering Rod

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Created Modulus of Elasticity when Extension of Circular Tapering Rod for a particular section is Given

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Created Modulus of Elasticity when Extension of Circular Tapering rod is given

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Created Area of Curve when Vorticity is Given

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Created Circulation when Vorticity is Given

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Created Vorticity of fluid flows

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Created Deflection for a close-coiled helical spring

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Created Diameter of spring wire or coil when Deflection for a close-coiled helical spring is Given

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Created Load applied on spring axially when Deflection for a close-coiled helical spring is Given

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Created Load given Total Maximum Shear Stress for a close coiled helical spring having axial pull

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Created Mean radius of spring when Deflection for a close-coiled helical spring is Given

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Created Modulus of rigidity given Deflection for close-coiled helical spring

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Created Number of spring coils when Deflection for a close-coiled helical spring is Given

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Created Total Maximum Shear Stress for a close coiled helical spring having axial pull

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Created Clearance when Radius of Cylinder is Given

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Created Clearance when Torque exerted on Outer Cylinder is Given

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Created Dynamic Viscosity of Fluid Flow when torque is known

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Created Dynamic Viscosity when Torque exerted on Outer Cylinder is Given

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Created Dynamic Viscosity when Total Torque is Given

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Created Height of Cylinder when Dynamic Viscosity of Fluid is Given

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Created Height of Cylinder when Torque exerted on Inner Cylinder is Given

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Created Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given

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Created Radius of Inner Cylinder when Torque exerted on Outer Cylinder is Given

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Created Radius of Inner Cylinder when Velocity Gradient is Given

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Created Radius of Outer Cylinder when Velocity Gradient is Given

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Created Shear Stress on Cylinder given Torque exerted on Inner Cylinder

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Created Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given

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Created Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given

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Created Speed of Outer Cylinder when Total Torque is Given

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Created Speed of Outer Cylinder when Velocity Gradient is Given

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Created Torque exerted on Inner Cylinder

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Created Torque exerted on Inner Cylinder when Dynamic Viscosity of Fluid is Given

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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 when Total Torque is Given

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Created Coefficient of friction when stopping sight distance is given

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Created Coefficient of Longitudinal Friction when Breaking Distance is Given

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Created Coefficient of Longitudinal Friction when Retardation of the Vehicle is Given

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Created Coefficient of Longitudinal Friction when velocity in Breaking Distance in in Kmph is Given

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Created Height for known 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 for known 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 when Moment of Resistance, stress induced and Distance from extreme fiber is given

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

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Created Moment of resistance in bending equation

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

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Created Radius when Distance from extreme fiber, Young's Modulus and stress induced is given

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

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Created Stress Induced when Distance from Extreme Fiber, Young's Modulus and Radius is given

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Created Stress Induced when Moment of Resistance, Moment of Inertia and Distance from extreme fiber is given

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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 when Moment of Resistance, Moment of Inertia and Radius is given

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9 More Combined Axial and Bending Loads Calculators

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Created Angle when Combined Bending and Torsion Condition is given

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Created Bending moment when Combined Bending and Torsion Condition is given

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Created Bending Stress given Combined Bending and Torsional Stress

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Created Combined Bending and Torsion Condition

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Created Combined bending and torsional stress

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Created Torsion when Combined Bending and Torsion Condition is given

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Created Torsional stress when combined bending and torsional stress is given

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Created Angle when complementary induced normal stress is given

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Created Angle when Complementary Induced Shear Stress is Given

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Created Complementary Induced Normal Stress

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Created Complementary Induced Shear Stress

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Created Stress when Complementary Induced Normal Stress is Given

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Created Stress when Complementary Induced Shear Stress is Given

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Created Area of Channel Section when Conveyance of Channel Section is Given

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Created Area of Channel Section when Conveyance of Section through Manning's Formula is Given

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Created Area of Channel Section when Discharge is Given

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Created Bed Slope of Channel Section when Discharge is Given

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Created Bed Slope when Discharge is Given

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Created Bed Slope when Discharge through Manning's Formula is Given

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Created Chezy Constant when Conveyance of Channel Section is Given

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Created Chezy Constant when Discharge is Given

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Created Conveyance of Channel Section

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Created Conveyance of Section through Manning's Formula

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Created Conveyance when Discharge is Given

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Created Conveyance when Discharge through Manning's Formula is Given

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Created Discharge through channel

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Created Discharge through Manning's Formula when Conveyance is Given

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Created Discharge when Conveyance is Given

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Created Hydraulic Radius of Channel Section when Conveyance of Channel Section is Given

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Created Hydraulic Radius of Channel Section when Conveyance of Section through Manning's Formula is Given

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Created Hydraulic Radius of Channel Section when Discharge is Given

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Created Roughness Coefficient when Conveyance of Section through Manning's Formula is Given

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Created Cross Sectional Area at Section 1 for a Steady Flow

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Created Cross Sectional Area at Section 2 when flow at Section 1 for a Steady Flow is Given

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Created Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given

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Created Discharge through Section for Steady Incompressible Fluid

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Created Mass Density at Section 1 for a Steady Flow

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Created Mass Density at Section 2 when flow at Section 1 for a Steady Flow is Given

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Created Velocity at Section 1 for a Steady Flow

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Created Velocity at Section 2 when flow at Section 1 for a Steady Flow is Given

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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 of Flow when Critical Energy for Parabolic Channel is Given

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Created Critical Depth when Critical Energy for Rectangular Channel is Given

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Created Critical Depth when Critical Energy for Triangular Channel is Given

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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 per unit Width when Critical Depth for Rectangular Channel is Given

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Created Discharge when Critical Depth for Parabolic Channel is Given

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Created Discharge when Critical Depth for Triangular Channel is Given

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Created Discharge when Critical Section Factor is Given

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Created Side Slope of Channel when Critical Depth for Parabolic Channel is Given

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Created Side Slope of Channel when Critical Depth for Triangular Channel is Given

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Created Bed Slope when Head on Entrance using Mannings formula is Given

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Created Bed Slope when Velocity of Flow through Mannings Formulas in Culverts is Given

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Created Entrance Loss Coefficient when Head on Entrance measured from Bottom of Culvert is Given

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Created Entrance Loss Coefficient when Head on Entrance using Mannings formula is Given

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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 when Head on Entrance using Mannings formula is Given

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Created Hydraulic Radius when Velocity of Flow through Mannings Formulas in Culverts is Given

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Created Normal Depth of Flow when Head on Entrance measured from Bottom of Culvert is Given

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Created Normal Depth of Flow when Head on Entrance measured from Bottom using Mannings formula is Given

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Created Roughness Coefficient when Head on Entrance using Mannings formula is Given

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Created Roughness Coefficient when Velocity of Flow through Mannings Formulas in Culverts is Given

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Created Velocity of Flow through Mannings Formulas in Culverts

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Created Velocity of Flow when Head on Entrance measured from Bottom of Culvert is Given

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

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Created Pressure Intensity at a 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 when Total Pressure Force on Each End of Cylinder is Given

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Created Total Pressure Force on Each End of Cylinder

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Created Atmospheric Pressure when Pressure at any point with origin at free surface is Given

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

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Created Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given

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Created Constant Angular Velocity when Equation of Free Surface of liquid is Given

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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 when Centripetal acceleration from axis is Given

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Created Vertical depth when pressure at any point with origin at free surface is given

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Created Area when Discharge under Dams on Soft or Porous Foundations is Given

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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 when Neutral stress per unit area for Dams on Soft Foundations is Given

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Created Discharge under Dams on Soft or Porous Foundations

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Created Discharge when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

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Created Equipotential Lines when discharge for Dams on Soft Foundations is Given

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Created Equipotential Lines when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

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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 the Area of Pipe in Discharge

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Created Length of Conduit when Discharge under Dams on Soft or Porous Foundations is Given

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Created Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations is Given

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Created Maximum Velocity when New Material Coefficient C 2 for Dams on Soft Foundations is Given

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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 when discharge for Dams on Soft Foundations is Given

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Created Number of Beds when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

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Created Permeability when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

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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 when Neutral stress per unit area for Dams on Soft Foundations is Given

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Created Total Pressure per unit Area for Dams on Soft Foundations

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Created Velocity when Length of Conduit after using the Area of Pipe in Discharge is Given

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Created Void Ratio when Total Pressure per unit Area for Dams on Soft Foundations is Given

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Created Area of Pipe when Total Required Power is Given

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Created Density of Fluid when Friction Factor is Given

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Created Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given

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Created Density of Liquid when Shear Stress with darcy Friction Factor is Given

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Created Diameter of Pipe when Friction Factor is Given

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Created Diameter of Pipe when Head Loss due to Frictional Resistance is Given

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Created Discharge when Total Required Power is Given

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Created Dynamic Viscosity when Friction Factor is Given

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Created Head Loss due to Frictional Resistance

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Created Length of Pipe when Head Loss due to Frictional Resistance is Given

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Created Length of Pipe when Total Required Power is Given

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Created Length of Pipe when Total Required Power with Discharge is Given

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Created Pressure Gradient when Total Required Power is Given

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Created Pressure Gradient when Total Required Power with Discharge is Given

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Created Reynolds Number when Friction Factor is Given

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Created Shear Stress when Friction Factor is Given

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Created Shear Stress when Friction Factor with density is Given

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Created Shear Velocity

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Created Specific Weight of Liquid when Shear Stress with Friction Factor is Given

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Created Total Required Power

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Created Total Required Power when Discharge is Given

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Created Diameter of Piston when Pressure reduction over the Length of Piston is Given

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Created Diameter of Piston when Rate of Flow is Given

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Created Diameter of Piston when Shear Force Resisting the Motion of Piston is Given

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Created Diameter of Piston when Shear Stress resisting the Motion of Piston is Given

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Created Diameter of Piston when Vertical Upward Force on Piston is Given

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Created Length of Piston for Pressure Drop over the 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 when Shear Force Resisting the Motion of Piston is Given

Go

Created Pressure Drop over Piston

Go

Created Pressure Drop over the Length of Piston when Vertical Upward Force on Piston is Given

Go

Created Pressure Gradient when Rate of Flow is established

Go

Created Pressure Gradient when Velocity of Flow in Oil Tank is Given

Go

Created Rate of Flow when velocity of piston is given

Go

Created Shear Force resisting motion of piston

Go

Created Shear Force Resisting the Motion of Piston

Go

Created Shear Force when Total Force is Given

Go

Created Shear Stress resisting the motion of piston

Go

Created Shear Stress when Shear Force Resisting the Motion of Piston is Given

Go

Created Total Forces

Go

Created Velocity of Flow in Oil Tank

Go

Created Vertical Force when Total Force is Given

Go

Created Vertical Upward Force on Piston

Go

Created Vertical Upward Force on Piston when Piston Velocity is established

Go

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

Go

Verified Short Term Deflection at Transfer

Go

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

Go

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

Go

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

Go

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

Go

15 More Deflection Due to Prestressing Force Calculators

Go

Verified Average depth of harbor for known water volume exchanged during entire tide period

Go

Verified Average Harbor Depth when Portion caused by filling is given

Go

Verified Average River Density over one Tide Period when Relative Density is given

Go

Verified Cross Sectional Area of Entrance for known Water Volume exchanged during an entire Tide Period

Go

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

Go

Verified Difference between the High and Low tide level when the portion caused by filling is given

Go

Verified Maximum River Density when Relative Density is given

Go

Verified Minimum River Density when Relative Density is given

Go

Verified Portion caused by Filling evaluated by comparing the Tidal Prism of Harbor to Total Harbor Volume

Go

Verified Portion caused by Filling in terms of average Harbor Depth

Go

Verified Portion caused by Filling when Ratio of Water Volume entering Harbor per Tide is given

Go

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

Go

Verified Relative Density for known Water Volume exchanged during an entire Tide Period

Go

Verified Relative Density in terms of River Density

Go

Verified Relative Density when Velocity in Dry Bed Curve is given

Go

Verified Tidal prism of harbor basin

Go

Verified Tidal Prism of Harbor Basin when difference between the High and Low Tide Levels is given

Go

Verified Total Harbor Volume based upon Depth

Go

Verified Total Harbor Volume based upon depth when difference between high and low tide levels is given

Go

Verified Total Water Volume exchanged during an 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 when Slope of Streamline is Given

Go

Created Component of Velocity in Y-Direction when Slope of Streamline is Given

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 for known flexibility factor

Go

Verified Pipe diamter when bulking stress is given

Go

Verified Radius of gyration given bulking stress

Go

Verified Soil stiffness factor when bulking stress is given

Go

Verified Span diameter when thrust is given

Go

Verified Thrust of structure

Go

7 More Design of Highway Culverts Calculators

Go

Verified Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given

Go

Verified Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given

Go

Verified Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given

Go

Verified Power Requirement for Rapid Mixing Operations in Wastewater Treatment

Go

Verified Time in Minutes Per Day when Volume of the Flocculation Basin is Given

Go

Verified Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given

Go

Verified Volume of Rapid Mix Basin

Go

Verified Wastewater Flow when Volume of Rapid Mix Basin is Given

Go

11 More Design of Rapid Mix Basin and Flocculation Basin Calculators

Go

Verified Angle Made by the Pendulum

Go

Verified Distance Moved by Pendulum on the Horizontal scale

Go

Verified Length of Plumb Line

Go

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

10 More Disposing of storm water Calculators

Go

Created Dynamic Viscosity for Discharge through Pipe

Go

Created Dynamic Viscosity when Maximum Velocity at axis of Cylindrical Element is Given

Go

Created Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given

Go

Created Dynamic Viscosity when Velocity at any point in Cylindrical Element is Given

Go

Created Dynamic Viscosity when Maximum Velocity between Plates is Given

Go

Created Dynamic Viscosity when Mean Velocity of Flow with Pressure Gradient is Given

Go

Created Dynamic Viscosity when Pressure Difference is Given

Go

Created Dynamic Viscosity when Pressure Head Drop is Given

Go

Created Dynamic Viscosity when Rate of Flow with pressure gradient is Given

Go

Created Dynamic Viscosity when Velocity Distribution Profile is Given

Go

Created Angle of incidence of waves by Zuider Zee formula

Go

Created Average depth of water when Setup above Pool level through Zuider Zee formula is Given

Go

Created Coefficient of Permeability when Maximum and Minimum permeability is Given for a Earth Dam

Go

Created Coefficient of Permeability when Quantity of seepage in length of dam is given

Go

Created Coefficient of Permeability when Seepage Discharge in an Earth Dam is Given

Go

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

Go

Created Fetch when the height of waves for fetch more than 20 miles is Given

Go

Created Head difference between headwater and tail water when Quantity of seepage in length of dam is given

Go

Created Height of wave action through Zuider Zee formula

Go

Created Height of wave from trough to crest when Height of wave action through Zuider Zee formula is given

Go

Created Height of wave from trough to crest when Velocity between 1 and 7 feet is Given

Go

Created Hydraulic Gradient when Seepage Discharge in an Earth Dam is Given

Go

Created Length of dam to which the flow net applies when Quantity of seepage in length of dam is given

Go

Created Maximum Permeability when Coefficient of Permeability is Given for a Earth Dam

Go

Created Minimum Permeability when Coefficient of Permeability is Given for a Earth Dam

Go

Created Number of equipotential drops of net when Quantity of seepage in length of dam is given

Go

Created Number of flow channels of net water when Quantity of seepage in length of dam is given

Go

Created Quantity of seepage in length of dam under Consideration

Go

Created Seepage Discharge in an Earth Dam

Go

Created Setup above Pool level through Zuider Zee formula

Go

Created Superficial area of flow when Seepage Discharge in an Earth Dam is Given

Go

Created The Molitor-Stevenson equation for the height of waves for fetch less than 20 miles

Go

Created The Molitor-Stevenson equation for the height of waves for fetch more than 20 miles

Go

Created Time Taken when Seepage Discharge in an Earth Dam is Given

Go

Created Velocity when wave heights between 1 and 7 feet

Go

Verified Tire Penetration Factor when Rolling Resistance is Given

Go

Verified Weight on Drivers when Usable Pull is Given

Go

Verified Weight on Wheels when Grade Resistance for Motion on a Slope is Given

Go

Verified Weight on Wheels when Rolling Resistance is Given

Go

11 More Earthmoving Calculators

Go

Verified Error in Computed Discharge when Error in Head for a Rectangular Weir is given

Go

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

Go

Verified Error in Head for a Rectangular Weir

Go

Verified Error in Head for a Triangular Weir

Go

Created Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given

Go

Created Elastic Modulus of Rock when Deflection Due to Shear on a Arch Dam is Given

Go

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

Go

Created Elastic Modulus of Rock when Rotation Due to Moment on a Arch Dam is Given

Go

Created Elastic Modulus of Rock when Rotation Due to Shear on a Arch Dam is Given

Go

Created Elastic Modulus of Rock when Rotation Due to Twist on a Arch Dam is Given

Go

Created Coefficient of Discharge of Elbow Meter when Discharge is Given

Go

Created Cross Sectional Area of Elbow Meter when Discharge is Given

Go

Created Differential Pressure Head of Elbow Meter

Go

Created Discharge through pipe in elbowmeter

Go

Created Elongation of Tapering Bar due to Self Weight

Go

Created Elongation of Tapering Bar due to Self Weight when Cross-sectional area is Given

Go

Created Elongation of Tapering Rod due to Self Weight

Go

Created Length of Bar when Elongation of Tapering Bar due to Self Weight is Given

Go

Created Length of Bar when Elongation of Tapering Bar with Cross-sectional area is Given

Go

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

Go

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

Go

Created Modulus of Elasticity of Bar when Elongation of Tapering Bar due to Self Weight is Given

Go

Created Modulus of Elasticity of Bar when Elongation due to Self Weight in Uniform Bar is Given

Go

Created Modulus of Elasticity of Bar when Elongation of Tapering Bar with Cross-sectional area is Given

Go

Created Stress given Elongation due to Self Weight in Uniform Bar

Go

Created Stress when Elongation of Tapering Rod due to Self Weight is Given

Go

Created Weight of Bar given Elongation due to Self Weight in Uniform Bar

Go

Created Weight of Bar when Elongation of Tapering Bar due to self weight is Given

Go

Created Energy Slope of channel when Energy Gradient is Given

Go

Created Energy Slope of Rectangular channel

Go

Created Energy Slope of Rectangular channel through Chezy formula

Go

Created Energy Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Created Entrance Loss Coefficient when Velocity of Flow Fields is Given

Go

Created Head Loss in the Flow

Go

Created Hydraulic Radius of Culvert when Velocity of Flow Fields is Given

Go

Created Length of Culvert when Velocity of Flow Fields is Given

Go

Created Mannings Roughness Coefficient when Velocity of Flow Fields is Given

Go

Created Velocity of Flow Fields

Go

Verified Coefficient of Drag at 10-m Reference Level for known Wind Stress

Go

Verified Friction velocity for known wind speed at height above surface

Go

Verified Friction Velocity when Wind Stress is known

Go

Verified Height z above the Surface when standard reference wind Speed is known

Go

Verified Rate of Momentum Transfer at the Standard Reference Height for Winds

Go

Verified Wind Speed at Height z above the Surface

Go

Verified Wind Speed at Height z above the Surface when standard reference wind Speed is known

Go

Verified Wind Speed at standard 10-m Reference Level

Go

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

Go

Verified Wind Stress in parametric form

Go

Verified Wind Stress when Friction Velocity is known

Go

13 More Estimating Marine and Coastal Winds Calculators

Go

Created Datum Height at Section 1 from Bernoulli Equation

Go

Created Datum Height in terms of Piezometric Head for Steady Non-Viscous Flow

Go

Created Piezometric Head for a Steady Non Viscous Flow

Go

Created Pressure at Section 1 from Bernoulli Equation

Go

Created Pressure Head for a Steady Non Viscous Flow

Go

Created Pressure when Piezometric Head for a Steady Non Viscous Flow is Given

Go

Created Pressure when Pressure Head for a Steady Non Viscous Flow is Given

Go

Created Velocity at Section 1 from Bernoulli Equation

Go

Created Velocity Head for a Steady Non Viscous Flow is Given

Go

Created Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given

Go

Verified Absolute velocity for mass of fluid striking a plate

Go

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

Go

Verified Mass of Fluid Striking plate

Go

Verified Specific Gravity for Mass of the Fluid Striking the Plate

Go

Verified Specific weight for Mass of the Fluid Striking the Plate

Go

Verified Velocity of jet for mass of fluid striking plate

Go

11 More Flat Plate Normal to the Jet Calculators

Go

Created Equivalent width of flitched beam

Go

Created Modular Ratio when Equivalent width of flitched beam is Given

Go

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

Go

Verified Inflow Rate when Rate of Change of Storage is Given

Go

17 More Flood Routing Calculators

Go

Created Hydraulic Depth given Section Factor

Go

Created Section Factor in open channel

Go

Created Top Width given Section Factors

Go

Created Wetted Area given Section Factor

Go

Created Allowable Unit Stress given Most economical pipe diameter for a distribution system

Go

Created Average Head for most economical pipe diameter of distribution system

Go

Created Average Power for Most economical pipe diameter for a distribution system

Go

Created Cost given Most economical pipe diameter of distribution system

Go

Created Darcy Weisbach friction factor for most economical pipe diameter for distribution system

Go

Created Discharge for most economical pipe diameter for distribution system

Go

Created Initial Investment for Most economical pipe diameter of distribution system

Go

Created Most economical pipe diameter for distribution system of water

Go

Verified Velocity when Water Flow Equation is given

Go

7 More Flow velocity in straight sewers Calculators

Go

Verified Pressure at a point in a liquid when Pressure Head is Known

Go

Verified Pressure Difference between two Points in a Liquid

Go

Verified Pressure Head of a Liquid

Go

Verified Pressure Head of a Liquid when Pressure Head of another Liquid having same Pressure is Known

Go

Verified Average per cycle Exchange Coefficient

Go

Verified Concentration of substance after i tidal cycles

Go

Verified Froude number where particle motion in vessel generated waves does not reach bottom

Go

Verified Initial concentration of substance in harbor water

Go

Verified Vessel Speed when Froude Number is given

Go

Verified Water Depth when Froude Number is given

Go

12 More Flushing/Circulation Processes and Vessel Interactions Calculators

Go

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

Go

Created Compressibility Force when Sum of Total Forces influencing Motion of Fluid is Given

Go

Created Gravity Force when Sum of Total Forces Influencing Motion of Fluid is Given

Go

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

Go

Created Pressure Force when Sum of Total Forces influencing Motion of Fluid is Given

Go

Created Sum of Total Forces Influencing Motion of Fluid

Go

Created Surface Tension Force when Sum of Total Forces influencing Motion of Fluid is Given

Go

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

Go

Created Viscous Force when Sum of Total Forces Influencing Motion of Fluid is Given

Go

Verified Form Drag Coefficient when Form Drag of a Vessel is known

Go

Verified Form Drag of a Vessel due to the Flow of Water Past the Vessel's Cross-sectional Area

Go

Verified Vessel beam when form drag of a vessel is known

Go

4 More Form Drag Calculators

Go

Created Friction Factor

Go

Created Friction Factor when Head Loss due to Frictional Resistance is Given

Go

Created Friction Factor when Reynolds Number is Given

Go

Created Friction Factor when Shear Stress is Given

Go

Created Friction Factor when Shear Stress with density is Given

Go

Created Friction Factor when Shear Velocity is Given

Go

Verified Coefficient of Friction when Px is known

Go

Verified Prestress Force at Distance X by Taylor Series Expansion

Go

Verified Prestress Force at Stressing End

Go

Verified Prestress Force at Stressing End using Taylor Series Expansion

Go

Verified Prestressing Force at Distance X

Go

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

Go

Verified Resultant of Vertical Reaction from Concrete on Tendon

Go

Verified Wobble Coefficient k when Px is known

Go

1 More Friction Loss Calculators

Go

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

Go

Created Wetted Area given Hydraulic Mean Depth

Go

Created Wetted Perimeter given Hydraulic Mean Depth

Go

Created Camber when Gradient is given

Go

Created Distance from center of camber when Height for a Parabolic Shape Camber is Given

Go

Created Grade Compensation formula 1

Go

Created Grade Compensation formula 2

Go

Created Gradient when Camber is given

Go

Created Gradient when Height for a Parabolic Shape Camber is Given

Go

Created Height for a Parabolic Shape Camber

Go

Created Height for a Straight Line Camber

Go

Created Radius of Road when Grade Compensation formula 1 is Given

Go

Created Radius of Road when Grade Compensation formula 2 is Given

Go

Created Width of Road when Height for a Parabolic Shape Camber is Given

Go

Created Width of Road when Height for a Straight Line Camber is given

Go

Created Area of Section given Energy Gradient

Go

Created Area of Section given Froude Number

Go

Created Area of Section given Total Energy

Go

Created Bed Slope when Energy Slope of Rectangular channel is Given

Go

Created Bed Slope when Energy Slope of Rectangular channel through Chezy formula is Given

Go

Created Bed Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Created Bottom Slope of channel when Energy Gradient is Given

Go

Created Depth of Flow given Total Energy

Go

Created Depth of Flow when Energy Slope of Rectangular channel is Given

Go

Created Depth of Flow when Energy Slope of Rectangular channel through Chezy formula is Given

Go

Created Discharge given Energy Gradient

Go

Created Discharge given Froude Number

Go

Created Discharge given Total Energy

Go

Created Energy Gradient given slope

Go

Created Energy Gradient when bed slope is given

Go

Created Froude Number given top width

Go

Created Froude Number when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Created Normal Depth when Energy Slope of Rectangular channel is Given

Go

Created Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given

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 when Water Pressure in the gravity dam is Given

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 the gravity dam

Go

Created Diameter of pipe when head loss over length of pipe with discharge is given

Go

Created Diameter of Pipe when Head Loss over the Length of Pipe is Given

Go

Created Diameter of pipe when pressure drop over length of pipe is given

Go

Created Diameter of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given

Go

Created Discharge when Pressure Drop over the Length of Pipe is Given

Go

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

Go

Created Dynamic Viscosity when Head Loss over the Length of Pipe is Given

Go

Created Dynamic Viscosity when Pressure Drop over the Length of Pipe is Given

Go

Created Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is Given

Go

Created Head Loss over the Length of Pipe

Go

Created Head Loss over the Length of Pipe given discharge

Go

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

Go

Created Length of Pipe when Head Loss over the Length of Pipe is Given

Go

Created Length of Pipe when Pressure Drop over the Length of Pipe is Given

Go

Created Length of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given

Go

Created Mean Velocity of Flow when Head Loss over the Length of Pipe is Given

Go

Created Mean velocity of flow when pressure drop over length of pipe is given

Go

Created Pressure drop over length of pipe

Go

Created Pressure Drop over the 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 the 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 when Resonant Period for Helmholtz mode is given

Go

Verified Channel Cross-sectional Area when Resonant Period for Helmholtz mode is given

Go

Verified Channel Length for Resonant Period for Helmholtz Mode

Go

Verified Channel Width for known Added Length

Go

Verified Resonant Period for Helmholtz Mode

Go

16 More Harbor Oscillations Calculators

Go

Created Diameter of Tyre when Hoop Stress due to temperature fall is given

Go

Created Diameter of Wheel when Hoop Stress due to temperature fall is given

Go

Created Hoop Stress due to temperature fall

Go

Created Hoop Stress due to temperature fall when strain is Given

Go

Created Modulus of Elasticity when Hoop Stress due to temperature fall with strain is Given

Go

Created Strain when Hoop Stress due to temperature fall is Given

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 on a vehicle moving on road without superelevation

Go

Created Centrifugal Force when Centrifugal Ratio on road without super elevation is Given

Go

Created Centrifugal Ratio on road without super elevation

Go

Created Coefficient of Friction when General Equation of Super-elevation on Road is Given

Go

Created Distance between wheels when Centrifugal Factor on road for equilibrium is Given

Go

Created Distance between wheels when Impact Factor on road for equilibrium is Given

Go

Created Equilibrium Super-elevation on Road

Go

Created Friction when Allowable Speed of Vehicle on curve without super-elevation is Given

Go

Created General Equation of Super-elevation on Road

Go

Created Height of vehicle centroid when Centrifugal Factor on road for equilibrium is Given

Go

Created Height of vehicle centroid when Impact Factor on road for equilibrium is Given

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 when Centrifugal Force on vehicle on road without super elevation is Given

Go

Created Weight of Vehicle when Centrifugal Ratio on road without super elevation is Given

Go

Created Width of Road when Super-elevation on Road is Given

Go

Created Area when Horizontal Shear Flow is given

Go

Created Distance from Centroid when Horizontal Shear Flow is given

Go

Created Horizontal Shear Flow

Go

Created Moment of inertia given horizontal shear flow

Go

Created Shear given Horizontal Shear Flow

Go

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

Go

8 More Hydraulic Head Calculators

Go

Created Head when Discharge under Dams on Soft or Porous Foundations is Given

Go

Created Head when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

Created Head when Length of Conduit after using the Area of Pipe in Discharge is Given

Go

Created Head when Minimum Safe Length of Travel path under Dams is Given

Go

Created Head when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Created Conjugate Depth y1 when Critical Depth is Given

Go

Created Conjugate Depth y1 when Discharge per unit width of channel is Given

Go

Created Conjugate Depth y1 when Froude Number Fr1 is Given

Go

Created Conjugate Depth y1 when Froude Number Fr2 is Given

Go

Created Conjugate Depth y2 when Critical Depth is Given

Go

Created Conjugate Depth y2 when Discharge per unit width of channel is Given

Go

Created Conjugate Depth y2 when Froude Number Fr1 is Given

Go

Created Conjugate Depth y2 when Froude Number Fr2 is Given

Go

Created Discharge per unit width of channel when conjugate depths are given

Go

Created Energy loss in Hydraulic Jump

Go

Created Energy loss in Hydraulic Jump when Mean Velocities are Given

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 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 The potential energy of a volume of water in hydroelectric power generation

Go

Created The Power obtained from water flow in horsepower

Go

Created Total weight of the water when The potential energy in hydroelectric power generation is Given

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

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

Go

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

Go

Created Longitudinal Shear Stress in Flange for 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 for known Longitudinal Shear Stress in Flange for I beam

Go

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

Go

Created Moment of Inertia when Maximum Longitudinal Shear Stress in Web for I beam is Given

Go

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

Go

Created Transverse Shear given Maximum Longitudinal Shear Stress in Web for I beam

Go

Created Transverse Shear when Longitudinal Shear Stress in Web for I beam is Given

Go

Verified Air Transport Movement Per Aircraft

Go

Verified Airline Industry Wages

Go

Verified Jet Fuel Price when Yield is Given

Go

Verified Real Gross National Product

Go

Verified Real Yield when Revenue Passenger Miles is Given

Go

Verified Regression Model Formulation for Yield

Go

Verified Revenue Passenger Miles

Go

3 More Integrated Demand Forecast Framework Calculators

Go

Created Bed Slope when Normal Depth of wide Rectangular Channel through Chezy Formula is Given

Go

Created Chezy Constant when Energy Slope through Chezy Formula is Given

Go

Created Chezy Constant when Normal Depth of wide Rectangular Channel through Chezy Formula is Given

Go

Created Critical Depth when Normal Depth of wide Rectangular Channel through Chezy Formula is Given

Go

Created Energy Slope through Chezy Formula

Go

Created Energy Slope through Manning's Formula

Go

Created Hydraulic Radius when Energy Slope through Chezy Formula is Given

Go

Created Hydraulic Radius when Energy Slope through Manning's Formula is Given

Go

Created Mean Velocity when Energy Slope through Chezy Formula is Given

Go

Created Mean Velocity when Energy Slope through Manning's Formula is Given

Go

Created Normal Depth of wide Rectangular Channel through Chezy Formula

Go

Created Roughness Coefficient when Energy Slope through Manning's Formula is Given

Go

Verified Difference in Elevation when the 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 when Force exerted on Tank due to Jet is Given

Go

Created Area of Hole when Coefficient of Velocity for Jet is Given

Go

Created Area of Jet when Force exerted on Tank due to Jet is Given

Go

Created Coefficient of Velocity when Force exerted on Tank due to Jet is Given

Go

Created Force exerted on Tank due to Jet

Go

Created Head over Jet Hole when Force exerted on Tank due to Jet is Given

Go

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

Go

Created Specific Weight of Liquid when Coefficient of Velocity for Jet is Given

Go

Created Absolute velocity of issuing jet given propelling force

Go

Created Absolute velocity of issuing jet when relative velocity is given

Go

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

Go

Created Area of Issuing Jet when Weight of Water is Given

Go

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

Go

Created Efficiency of Propulsion

Go

Created Efficiency of Propulsion when Head Loss Due to Friction is Given

Go

Created Head Loss Due to Friction Loss

Go

Created Kinetic Energy Available with the Water

Go

Created Propelling Force

Go

Created Specific Weight of Liquid when Weight of Water is Given

Go

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

Go

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

Go

Created Velocity of jet relative to motion of ship when weight of water is given

Go

Created Velocity of moving ship when relative velocity is given

Go

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

Go

Created Weight of Water given head loss due to friction

Go

Created Weight of Water given Propelling Force

Go

Created Weight of Water when Kinetic Energy is Given

Go

Created Weight of Water when Relative Velocity is Given

Go

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

Go

Created Work Done by the Jet on Ship

Go

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

Go

Verified Absolute Velocity for Mass of Fluid Striking the 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 the Jet in the Direction of Flow

Go

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

Go

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

Go

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

Go

Verified Efficiency of the Jet

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 the Jet in the Direction of Flow of Incoming Jet

Go

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

Go

Verified Force Exerted by the jet with relative velocity

Go

Verified Kinetic Energy of Jet per Second

Go

Verified Mass of Fluid Striking the Vane per Seconds

Go

Verified Maximum Efficiency

Go

Verified Velocity of vane for given mass of fluid

Go

Verified Velocity of vane for known exerted force by jet

Go

Verified Work Done by the Jet on the Vane per Second

Go

Verified Work Done per Second in terms of Efficiency of Wheel

Go

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

Go

Verified Mass of Fluid Striking the Vanes per Second

Go

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

Go

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

Go

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

Go

Created Jet Velocity for known Output Power

Go

Created Jet Velocity when Power Lost is established

Go

Created Jet Velocity when Rate of Flow through Propeller is Given

Go

Created Jet Velocity when Theoretical Propulsive Efficiency is Given

Go

Created Jet Velocity when Thrust on the Propeller is Given

Go

Created Lag Distance or Reaction Distance

Go

Created Lag Distance or Reaction Distance for Velocity in Kmph

Go

Created Lag Distance or Reaction Distance when Stopping Sight Distance is Given

Go

Created Coefficient of Drag when density is known

Go

Created Coefficient of Drag when Drag Force is Given

Go

Created Coefficient of Drag when Reynolds Number is Given

Go

Created Density of Fluid when Coefficient of Drag is Given

Go

Created Density of Fluid when Drag Force is Given

Go

Created Diameter of sphere for given fall velocity

Go

Created Diameter of Sphere when Coefficient of Drag is Given

Go

Created Diameter of Sphere when Resistance Force on Spherical Surface is Given

Go

Created Diameter of Spherical Surface when Specific weights are Given

Go

Created Drag Force when Coefficient of Drag is Given

Go

Created Dynamic Viscosity of fluid when Resistance Force on Spherical Surface is Given

Go

Created Dynamic Viscosity of fluid when Terminal Fall Velocity is Given

Go

Created Dynamic Viscosity when Coefficient of Drag is Given

Go

Created Projected Area when Drag Force is Given

Go

Created Resistance Force on Spherical Surface

Go

Created Resistance Force on Spherical Surface when Specific weights are Given

Go

Created Reynolds Number when Coefficient of Drag is Given

Go

Created Specific Weight of Fluid when Resistance Force is Given

Go

Created Specific Weight of Fluid when Terminal Fall Velocity is Given

Go

Created Specific Weight of Sphere when Resistance Force is Given

Go

Created Specific Weight of Sphere when Terminal Fall Velocity is Given

Go

Created Terminal Fall Velocity

Go

Created Velocity of Sphere when Coefficient of Drag is Given

Go

Created Velocity of Sphere when Drag Force is Given

Go

Created Velocity of Sphere when Resistance Force on Spherical Surface is Given

Go

Created Distance Between Plates when Flow Velocity with No Pressure Gradient is Given

Go

Created Dynamic Viscosity when Flow Velocity is Given

Go

Created Dynamic Viscosity when Stress is Given

Go

Created Flow Velocity of section

Go

Created Flow Velocity when No Pressure Gradient is Given

Go

Created Horizontal Distance when Flow Velocity with No Pressure Gradient is Given

Go

Created Mean Velocity of Flow when Flow Velocity is Given

Go

Created Mean Velocity of Flow when Flow Velocity with No Pressure Gradient is Given

Go

Created Mean Velocity of Flow when Shear Stress is Given

Go

Created Pressure Gradient when Flow Velocity is Given

Go

Created Pressure Gradient when Shear Stress is Given

Go

Created Shear Stress when velocity is given

Go

Created Discharge when Mean Velocity of Flow is Given

Go

Created Discharge when viscosity is given

Go

Created Distance Between Plates given Maximum Shear Stress

Go

Created Distance between Plates when Discharge is Given

Go

Created Distance between Plates when Maximum Velocity between Plates is Given

Go

Created Distance Between Plates when Mean Velocity of Flow is Given

Go

Created Distance between plates when mean velocity of flow with pressure gradient is given

Go

Created Distance Between Plates when Pressure Difference is Given

Go

Created Distance Between Plates when Pressure Head Drop is Given

Go

Created Distance Between Plates when Shear Stress Distribution Profile is Given

Go

Created Distance Between Plates when Velocity Distribution Profile is Given

Go

Created Horizontal Distance when Shear Stress Distribution Profile is Given

Go

Created Length of Pipe when Pressure Difference is Given

Go

Created Length of Pipe when Pressure Head Drop is Given

Go

Created Maximum Shear Stress in fluid

Go

Created Maximum Velocity between Plates

Go

Created Maximum Velocity when Mean Velocity of Flow is Given

Go

Created Pressure Difference

Go

Created Pressure Head Drop

Go

Created Shear Stress Distribution Profile

Go

Created Specific Weight of Fluid when Pressure Head Drop is Given

Go

Created Velocity Distribution Profile

Go

Created Bed Shear Stress

Go

Created Bed Slope when Bed Shear Stress is Given

Go

Created Diameter of Section when Bed Shear Stress is Given

Go

Created Diameter of Section when Discharge per unit channel width is Given

Go

Created Diameter of Section when Mean Velocity of flow is Given

Go

Created Diameter of Section when Potential Head Drop is Given

Go

Created Diameter of Section when Slope of Channel is Given

Go

Created Discharge per unit channel width

Go

Created Dynamic Viscosity when Mean Velocity of flow in section is Given

Go

Created Dynamic Viscosity when Discharge per unit channel width is Given

Go

Created Dynamic Viscosity when Potential Head Drop is Given

Go

Created Horizontal Distance when Slope of Channel is Given

Go

Created Length of Pipe when Potential Head Drop is Given

Go

Created Mean Velocity in flow

Go

Created Mean Velocity of Flow when Potential Head Drop is Given

Go

Created Potential Head Drop

Go

Created Shear Stress when Slope of Channel is Given

Go

Created Slope of Channel given Shear Stress

Go

Created Slope of Channel when Discharge per unit Channel Width is Given

Go

Created Slope of channel when mean velocity of flow is established

Go

Created Specific weight of liquid for Discharge per unit channel width

Go

Created Specific Weight of Liquid given Mean Velocity of flow

Go

Created Specific Weight of Liquid given Slope of Channel

Go

Created Specific Weight of Liquid when Bed Shear Stress is Given

Go

Created Specific Weight of Liquid when Potential Head Drop is Given

Go

Created Dynamic Viscosity when Flow Velocity of Stream is Given

Go

Created Dynamic Viscosity when Velocity Gradient with Shear Stress is Given

Go

Created Flow Velocity of Stream

Go

Created Piezometric Gradient when Flow Velocity of Stream is Given

Go

Created Piezometric Gradient when Shear Stress is Given

Go

Created Piezometric Gradient when Velocity Gradient with Shear Stress is Given

Go

Created Radius of Elemental Section of Pipe when Shear Stress is Given

Go

Created Radius of Elemental Section of Pipe when Flow Velocity of Stream is Given

Go

Created Radius of Elemental Section of Pipe when Velocity Gradient with Shear Stress is Given

Go

Created Radius of Pipe for Flow Velocity of Stream

Go

Created Shear Stresses

Go

Created Specific Weight of Fluid when Shear Stress is Given

Go

Created Specific Weight of Liquid when Flow Velocity of Stream is Given

Go

Created Specific Weight of Liquid when Velocity Gradient with Shear Stress is Given

Go

Created Velocity Gradient when Piezometric Gradient with Shear Stress is Given

Go

Created Coefficient of Permeability when Velocity is Given

Go

Created Hydraulic Gradient when Velocity is Given

Go

Created Velocity Through Darcy's Law

Go

Created Bending Stress of Leaf Spring

Go

Created Length given Deflection in Leaf Spring

Go

Created Length when Bending Stress of Leaf Spring is Given

Go

Created Length when Deflection in Leaf Spring is Given

Go

Created Length when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given

Go

Created Length when Proof Load on Leaf Spring is Given

Go

Created Load given Deflection in Leaf Spring

Go

Created Load when Bending Stress of Leaf Spring is Given

Go

Created Maximum Bending Stress at the Proof Load of a Leaf Spring

Go

Created Moment given Deflection in Leaf Spring

Go

Created Moment of Inertia when Deflection in Leaf Spring is Given

Go

Created Number of Plates when Bending Stress of Leaf Spring is Given

Go

Created Number of plates when Deflection in Leaf Spring is Given

Go

Created Number of Plates when Proof Load on Leaf Spring is Given

Go

Created Proof Load on Leaf Spring

Go

Created Thickness when Bending Stress of Leaf Spring is Given

Go

Created Thickness when Deflection in Leaf Spring is Given

Go

Created Thickness when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given

Go

Created Thickness when Proof Load on Leaf Spring is Given

Go

Created Width when Bending Stress of Leaf Spring is Given

Go

Created Width when Deflection in Leaf Spring is Given

Go

Created Width when Proof Load on Leaf Spring is Given

Go

Created Angle of Inclination of Free Surface

Go

Created Atmospheric pressure for pressure at any point in liquid

Go

Created Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given

Go

Created Constant Horizontal Acceleration when Slope of Surface of Constant Pressure is Given

Go

Created Gauge Pressure at any point in liquid with height

Go

Created Pressure at Any Points in Liquid

Go

Created Slope of Surface of Constant Pressure

Go

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

Go

Created Specific Weight of liquid when Total Force exerted at any Section of the Container is Given

Go

Created Specific Weight of Liquids when Pressure at any point in liquid is Given

Go

Created Total force exerted at any section on container

Go

Created Vertical Depth Below Free Surface when Pressure at any point in liquids is Given

Go

Created Vertical Depth Below Free Surface when Total Force exerted at any Section of the Container is Given

Go

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

Go

Created Width of Tank perpendicular to motion when Total Force exerted at any Section of the Tank is Given

Go

Created Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given

Go

Created Constant Acceleration when Net Force Acting in Vertical Upward Direction of Tank is Given

Go

Created Constant Vertical Upward Acceleration for Gauge Pressure at any point in liquid

Go

Created Constant Vertical Upward Acceleration when Pressure at any Point in Liquid is Given

Go

Created Gauge Pressure at Any Point in Liquid Flow

Go

Created Mass of Liquid when Net Force Acting in Vertical Upward Direction of Tank is Given

Go

Created Net Force Acting in Vertical Upward Direction of Tank

Go

Created Pressure at any point in liquids

Go

Created Specific Weight of Liquid when Pressure at point in liquid is Given

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 when Pressure at point in liquid is Given

Go

Created Buckling Stress when Maximum Strength is Given

Go

Created Buckling Stress when Q Factor is Greater Than 1

Go

Created Buckling Stress when Q Factor is Less Than or Equal to 1

Go

Created Column Gross Effective Area when Maximum Strength is Given

Go

Created Maximum Strength for Compression Members

Go

Created Q Factor

Go

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

Go

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

Go

Created Steel Yield Strength given Q Factor

Go

Verified Concentrated Load when Deflection at the Top Due to Fixed Against Rotation is given

Go

Verified Concentrated Load when Deflection at the Top is given

Go

Verified Modulus of Elasticity of the Wall Material when Deflection is given

Go

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

Go

Verified Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given

Go

Verified The Deflection at the Top Due to Concentrated Load

Go

Verified The Deflection at the Top Due to Fixed Against Rotation

Go

Verified The Deflection at the Top Due to Uniform Load

Go

Verified Wall Thickness when Deflection at the Top Due to Concentrated Load is given

Go

Verified Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given

Go

Verified Wall Thickness when Deflection is given

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 when Maximum Unbraced Length is Given

Go

Created Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given

Go

Created Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges

Go

Created Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges

Go

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

Go

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

Go

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

Go

Created Minimum flange thickness for symmetrical flexural compact section for LFD of bridges

Go

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

Go

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

Go

Created Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given

Go

Created Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given

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 when Maximum Unbraced Length is Given

Go

Created Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given

Go

Created Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given

Go

Created Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given

Go

Created Average Longitudinal Shear Stress for Rectangular Section

Go

Created Breadth for given Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Breadth when Average Longitudinal Shear Stress for Rectangular Section is Given

Go

Created Depth for given Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Depth when Average Longitudinal Shear Stress for Rectangular Section is Given

Go

Created Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Transverse Shear in terms of Maximum Longitudinal Shear Stress for Rectangular Section

Go

Created Transverse Shear when Average Longitudinal Shear Stress for Rectangular Section is Given

Go

Created Average Longitudinal Shear Stress for Solid Circular Section

Go

Created Maximum Longitudinal Shear Stress for the Solid Circular Section

Go

Created Radius when Average Longitudinal Shear Stress for Solid Circular Section is Given

Go

Created Radius when Maximum Longitudinal Shear Stress for Solid Circular Section is Given

Go

Created Transverse Shear in terms of Maximum Longitudinal Shear Stress for Solid Circular Section

Go

Created Transverse Shear when Average Longitudinal Shear Stress for Solid Circular Section is Given

Go

Created Moment of Inertia

Go

Created Web thickness given moment of inertia

Go

Created Dynamic Viscosity when Pressure Gradient is Given

Go

Created Pressure Gradient

Go

Created Rate of Flow when Pressure Gradient is Given

Go

Created Material Coefficient C1 when Discharge under Dams on Soft or Porous Foundations is Given

Go

Created Material Coefficient C1 when Length of Conduit after using the Area of Pipe in Discharge is Given

Go

Created Material Coefficient C1 when New Material Coefficient C2 for Dams on Soft Foundations is Given

Go

Created Material Coefficient C2 when Minimum Safe Length of Travel path under Dams is Given

Go

Verified Duration given Maximum Intensity

Go

6 More Maximum Intensity-Duration-Frequency Relationship Calculators

Go

Created Maximum Shear Stress on the Biaxial Loading

Go

Created Stress along X- Direction when Maximum Shear Stress on the Biaxial Loading is Given

Go

Created Stress along Y- Direction when Maximum Shear Stress on the Biaxial Loading is Given

Go

Created Base given Maximum Stress of triangular section

Go

Created Base when Stress at Neutral axis of a triangular section is Given

Go

Created Height given Maximum Stress of triangular section

Go

Created Height given Stress at Neutral axis of triangular section

Go

Created Maximum Stress of a triangular section

Go

Created Stress at neutral axis of triangular section

Go

Created Transverse Shear given Stress at Neutral axis of triangular section

Go

Created Transverse Shear when Maximum Stress of a triangular section is Given

Go

Created Mean Velocity of Flow when Friction Factor is Given

Go

Created Mean Velocity of Flow when Head Loss due to Frictional Resistance is Given

Go

Created Mean Velocity of Flow when Shear Stress with Density is Given

Go

Created Mean Velocity of Flow when Shear Stress with Friction Factor is Given

Go

Created Mean Velocity of Flow when Shear Velocity is Given

Go

Created Mean Velocity of Flow when Total Required Power is Given

Go

Verified Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given

Go

13 More Measurement of Infiltration Calculators

Go

Verified Pressure at Point m in a Pizometer

Go

Verified Pressure head at point in piezometer

Go

Verified Specific Weight of the liquid in a peizometer

Go

Verified Distance Between the Centre of Gravity of these Wedges

Go

Verified Moment of the Turning Couple due to the Movement of the Liquid

Go

Verified Volume of the Either Wedge

Go

Created Coefficient of Discharge through Flume when Discharge flow through Channel is Given

Go

Created Coefficient of Discharge through Flume when Discharge flow through Rectangular Channel is Given

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 of Section when Discharge flow through Channel is Given

Go

Created Head at Entrance when Discharge through Channel is Given

Go

Created Width of Throat given Discharge through Critical Depth Flume

Go

Verified Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given

Go

Verified Distance between Cities i and j when Travel by Air Passengers between the Cities is Given

Go

Verified Percent of Manufacturing and Retail Employment of Total Employment at i

Go

Verified Population at City i when Travel by Air Passengers between Cities i and j is Given

Go

Verified Population at city j when Travel by Air Passengers between Cities i and j is Given

Go

Verified Travel by Air Passengers between the Origin and Destination Cities

Go

5 More Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities Calculators

Go

Created Moment at Abutments of an Arch Dam

Go

Created Moment at Crown of an Arch Dam

Go

Created Moments when Deflection Due to Moments on a Arch Dam is Given

Go

Created Moments when Extrados Stresses on a Arch Dam is Given

Go

Created Moments when Intrados Stresses on a Arch Dam is Given

Go

Created Moments when Rotation Due to Moment on a Arch Dam is Given

Go

Created Moments when Rotation Due to Twist on a Arch Dam is Given

Go

Created Discharge when Specific Force is Given

Go

Created Specific Force

Go

Created Specific Force when Top Width is Given

Go

Created Top Width when Specific Force is Given

Go

Created Vertical Depth of Centroid of Area when Specific Force is Given

Go

Created Vertical Depth of Centroid of Area when Specific Force with Top Width is Given

Go

Created Density of Liquid given Output Power

Go

Created Density of Liquid when Thrust on the Propeller is Given

Go

Created Density of Liquid with absolute velocity when Power Lost is established

Go

Created Density of Liquid with relative velocity given Power Lost

Go

Created Diameter of Propeller when Rate of Flow through Propeller is Given

Go

Created Diameter of Propeller when Thrust on the Propeller is Given

Go

Created Flow Velocity when Power Lost is established

Go

Created Flow Velocity when Rate of Flow through Propeller is Given

Go

Created Flow Velocity when Theoretical Propulsive Efficiency is Given

Go

Created Flow Velocity when Thrust on the Propeller is Given

Go

Created Increase in Pressure when Thrust on the Propeller is Given

Go

Created Input Power

Go

Created Output Power given Rate of Flow through Propeller

Go

Created Output Power when Input Power is Given

Go

Created Power Lost

Go

Created Power Lost when Input Power is Given

Go

Created Rate of Flow through Propeller

Go

Created Rate of Flow when Output Power is Given

Go

Created Rate of Flow when Power Lost is Given

Go

Created Rate of Flow when Thrust on the Propeller is Given

Go

Created Theoretical Propulsive Efficiency

Go

Created Thrust on the Propeller

Go

Verified Column Buckling Stress Fc1 when Relative Material Cost is given

Go

Verified Column Buckling Stress Fc2 when Relative Material Cost is given

Go

Verified Relative Material Cost for Two Columns of Different Steels Carrying the 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 the Wave when Absolute Velocity of Surges is Given

Go

Created Celerity of the Wave when is depth is known

Go

Created Depth of flow when Absolute Velocity of Surges is Given

Go

Created Velocity of Flow when Absolute Velocity of Surges is Given

Go

Created Velocity of Flow when Depth of flow is Given

Go

Created 28-day Compressive Strength of Concrete when Force in Slab is Given

Go

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

Go

Created Effective Concrete Area when Force in Slab is Given

Go

Created Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given

Go

Created Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given

Go

Created Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given

Go

Created Force in Slab given Total Area of Steel Section

Go

Created Force in Slab when Effective Concrete Area is Given

Go

Created Force in Slab when Number of Connectors in Bridges is Given

Go

Created Minimum Number of Connectors for Bridges

Go

Created Number of Connectors in Bridges

Go

Created Reduction Factor when Minimum Number of Connectors in Bridges is Given

Go

Created Reduction Factor when Number of Connectors in Bridges is Given

Go

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

Go

Created Steel Yield Strength when Total Area of Steel Section is Given

Go

Created Total Area of Steel Section given Force in Slab

Go

Created Ultimate shear connector strength given number of connectors in bridges

Go

Created Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given

Go

Created Actual Velocity at Section 2 when Coefficient of Contraction is Given

Go

Created Actual Velocity when Theoretical Velocity at Section 2 is Given

Go

Created Area at Section 2 or at Vena Contracta

Go

Created Area of Orifice when Area at Section 2 or at Vena Contracta is Given

Go

Created Coefficient of Contraction

Go

Created Coefficient of Contraction when Coefficient of Discharge is Given

Go

Created Coefficient of Discharge when Cc is Given

Go

Created Coefficient of Velocity when Coefficient of Discharge is Given

Go

Created Discharge through pipe when Coefficient of Discharge is Given

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 Tension at Midspan for UDL on Parabolic Cable

Go

Created UDL when Parabolic Equation for the Cable Slope is Given

Go

Created Allowable Stress for Compression Elements for Highway Bridges

Go

Created Length of Cable for UDL on Parabolic Cable is Given

Go

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

Go

Created Maximum Sag when Length of Cable for UDL on Parabolic Cable is Given

Go

Created Parabolic Equation for the Cable Slope

Go

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

Go

Created Span of Cable when Tension at Midspan for UDL on Parabolic Cable is Given

Go

Created Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given

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 when Tension at Supports for UDL on Parabolic Cable is Given

Go

Verified Elevation of lowest point on a sag curve

Go

Verified Elevation of point of vertical curvature

Go

Verified Elevation of point of vertical intersection

Go

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

Go

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

Go

Verified Rate of change of grade in parabolic curves

Go

4 More Parabolic Curves Calculators

Go

Created Depth of Flow given Top Width for parabola

Go

Created Depth of Flow given Wetted Area for parabola

Go

Created Depth of Flow when Hydraulic Depth for parabola is Given

Go

Created Depth of Flow when Section Factor for parabola is Given

Go

Created Hydraulic Depth for parabola

Go

Created Hydraulic Radius when width is given

Go

Created Top Width for parabola

Go

Created Top Width given Wetted Area

Go

Created Top Width when Hydraulic Radius is Given

Go

Created Top Widths when Section Factor is Given

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 when Internal Pressure is Given

Go

Created Internal Pressure

Go

Created Outside Diameter of Pipe when Internal Pressure is Given

Go

Created Actual Velocity of the flowing Stream

Go

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

Go

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

Go

Created Height of fluid raised in tube when Theoretical Velocity of the flowing Stream is Given

Go

Created Theoretical Velocity of the flowing Stream

Go

Verified Polymer Feed Rate as Mass Flow Rate when Polymer Feed Rate as Volumetric Flow Rate is Given

Go

5 More Polymer Feed Rate Calculators

Go

Verified Atmospheric pressure P according to polytropic process

Go

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

Go

1 More Polytropic Atmosphere Calculators

Go

Verified Change in Eccentricity of Tendon A due to Parabolic Shape

Go

Verified Change in Eccentricity of Tendon B due to Parabolic Shape

Go

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

Go

Verified Component of Strain at Level of First Tendon due to Pure Compression

Go

Verified Prestress Drop when Strain due to Bending and Compression is Given in Two Parabolic Tendons

Go

Verified Prestressing Force in Tendon B using Eccentricities

Go

Verified Variation of Eccentricity of Tendon B

Go

Verified Variation of Eccentricity on Tendon A

Go

2 More Post Tensioned Bending Members Calculators

Go

Created Depth of Flow given Wetted Area of Triangular Channel Section

Go

Created Depth of Flow when Wetted Perimeter of Triangular Channel Section is Given

Go

Created Hydraulic Radius of Trapezoidal Channel Section

Go

Created Hydraulic Radius of Triangular Channel Section

Go

Created Wetted Area of Trapezoidal Channel Section

Go

Created Wetted Area of Triangular Channel Section

Go

Created Wetted Perimeter of Trapezoidal Channel Section

Go

Created Wetted Perimeter of Triangular Channel Section

Go

Created Pressure Gradient given Maximum Shear Stress at Cylindrical Element

Go

Created Pressure Gradient when Discharge through Pipe is Given

Go

Created Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given

Go

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

Go

Created Pressure Gradient when Velocity at any point in Cylindrical Element is Given

Go

Created Pressure Gradient when Velocity Gradient at Cylindrical Element is Given

Go

Created Pressure Gradients when Mean Velocity of Flow is Given

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Created Angle when Shear Stress when Member Subjected to Axial Load is Given

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Created Bending Moment when Bending stress with Moment is Given

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Created Bending Moment when Equivalent Force is Given

Go

Created Bending stress when Moment is Given

Go

Created Diameter when Bending stress with Moment is Given

Go

Created Diameter when Equivalent Force is Given

Go

Created Diameter when Equivalent Shear Force is Given

Go

Created Equivalent Force

Go

Created Equivalent Shear Force

Go

Created Polar Moment of Inertia when Shear Stress is Given

Go

Created Radius when Shear Stress is Given

Go

Created Shear Stress when Torsion is Given

Go

Created Torsion when Equivalent Shear Force is Given

Go

Created Torsion when Shear Stress is Given

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Verified Absolute Pressure using Equation of State

Go

Verified Absolute Pressure using Equation of State when Specific Weight is known

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Verified Absolute Temperature of Gas

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Verified Bulk Modulus of Elasticity

Go

Verified Capillary Rise or Depression of a Fluid

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

Go

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

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Verified Capillary Rise when contact is between Water and Glass

Go

Verified Compressibility of a Fluid

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Verified Compressibility of Fluid when Bulk Modulus of Elasticity is Known

Go

Verified Dynamic Viscosity when Kinematic Viscosity is Known

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Verified Dynamic Viscosity when Shear Stress is known

Go

Verified Gas Constant using Equation of State

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Verified Mass Density when Specific Weight is Known

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Verified Mass Density when Viscosity is Known

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Verified Pressure Intensity inside a Droplet

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Verified Pressure Intensity inside a liquid Jet

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Verified Pressure Intensity inside a 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 when Shear Stress is Known

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Verified Velocity of Fluid when Shear Stress is known

Go

Verified Volume of Fluid when Specific Weight is known

Go

Verified Acceleration due to gravity when constant for rectangular shaped aperture weir is given

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

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Verified Constant for rectangular shaped aperture weir

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

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Verified Discharge Through the Small Rectangular Shaped Aperture weir

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

Go

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

Go

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

Go

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

Go

Created Deflection in Quarter Elliptical Spring

Go

Created Deflection when Proof Load in Quarter Elliptical Spring is Given

Go

Created Length when Deflection in Quarter Elliptical Spring is Given

Go

Created Length when Maximum Bending Stress in Quarter Elliptical Spring is Given

Go

Created Length when Proof Load in Quarter Elliptical Spring is Given

Go

Created Load given Deflection in Quarter Elliptical Spring

Go

Created Load when Maximum Bending Stress in Quarter Elliptical Spring is Given

Go

Created Maximum Bending Stress in Quarter Elliptical Spring

Go

Created Modulus of Elasticity when Deflection in Quarter Elliptical Spring is Given

Go

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

Go

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

Go

Created Number of Plates when Maximum Bending Stress in Quarter Elliptical Spring is Given

Go

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

Go

Created Proof Load in Quarter Elliptical Spring

Go

Created Thickness when Deflection in Quarter Elliptical Spring is Given

Go

Created Thickness when Maximum Bending Stress in Quarter Elliptical Spring is Given

Go

Created Thickness when Proof Load in Quarter Elliptical Spring is Given

Go

Created Width when Deflection in Quarter Elliptical Spring is Given

Go

Created Width when Maximum Bending Stress in Quarter Elliptical Spring is Given

Go

Created Width when Proof Load in Quarter Elliptical Spring is Given

Go

Created Radial Thickness of Element in terms of Deflection Due to Moments on Arch Dam

Go

Created Radial thickness of element when rotation due to moment on arch dam is given

Go

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

Go

Created Radial Thickness of the Element when Rotation Due to Twist on a Arch Dam is Given

Go

Created Radius of Curve when Allowable Speed of Vehicle on curve without super-elevation is Given

Go

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

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Created Radius of Curve when Equilibrium Super-elevation on Road is given

Go

Created Radius of Curve when General Equation of Super-elevation on Road is Given

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

Go

Created Radius of Curve when Super-elevation when lateral friction is neglected is Given

Go

Created Radius of Curve when Super-elevation when lateral friction is not considered is Given

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Created Radius of Pipe when Velocity at any point in Cylindrical Element with Maximum Velocity is Given

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 Maximum Shear Stress at Cylindrical Element

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Created Radius of pipe when discharge through pipe is given

Go

Created Radius of Pipe when Velocity at any point in Cylindrical Element is Given

Go

Verified Radius of the Wheel given Angular Momentum at Inlet

Go

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

Go

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

Go

Verified Radius of wheel given angular momentum at outlet

Go

Created Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given

Go

Created Deck Width for handling the Rainwater Runoff to the Drain Scuppers

Go

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

Go

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

Go

Created Runoff Rate of Rainwater from a bridge during a Rainstorm

Go

Created Shoulder width for deck width of rainwater runoff to drain scuppers

Go

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

Go

Created Break Reaction Time when Total Reaction Time in Stopping Sight Distance is Given

Go

Created Reaction Time in lag distance when Velocity is Given in Kmph

Go

Created Reaction Time when Lag Distance or Reaction Distance is Given

Go

Created Total Reaction Time in Stopping Sight Distance

Go

Created Total reaction time when stopping sight distance is given

Go

Created Depth of Flow given Wetted Area for rectangle

Go

Created Depth of Flow when Hydraulic Radius in rectangle is Given

Go

Created Depth of Flow when Section Factor for rectangle channel is Given

Go

Created Depth of Flow when Wetted Perimeter for rectangle is Given

Go

Created Hydraulic Depth of flow

Go

Created Hydraulic Radius of open channel

Go

Created Section Factor for rectangle

Go

Created Wetted Area for rectangle

Go

Created Wetted Perimeter for rectangular section

Go

Created Width of Section given Wetted Areas

Go

Created Width of Section when Hydraulic Radius of rectangle is Given

Go

Created Width of Section when Perimeter is Given

Go

Created Width of Section when Section Factor is Given

Go

Created Depth of flow in Most Efficient channel for rectangular channel

Go

Created Depth of flow when Hydraulic Radius in most Efficient rectangular channel is Given

Go

Created Hydraulic Radius in most Efficient open channel

Go

Created Width of Channel when Depth of flow in Most Efficient channels is Given

Go

Created Diameter of sphere given dynamic viscosity

Go

Created Dynamic Viscosity when velocity is given

Go

Created Mean Velocity of Sphere when Dynamic Viscosity is Given

Go

Created Specific Weight of Liquids when Dynamic Viscosity is Given

Go

Created Specific Weight of Sphere when Dynamic Viscosity is Given

Go

Verified Actual value of parameter adopted in design of project when safety factor is given

Go

Verified Equation for Safety Factor

Go

Verified Equation for Safety Margin

Go

Verified Risk when Reliability is Given

Go

Verified Value of parameter obtained from hydrological considerations when safety factor is given

Go

6 More Risk, Reliability and Safety Factor Calculators

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Created Kinematic Viscosity given time

Go

Created Volume of Liquid given Kinematic Viscosity

Go

Verified Density of Material when Quantity of Scrap Produced is Given

Go

Verified Number of Scrapers a Pusher can Load

Go

Verified Quantity when Production Required is Given

Go

Verified Trips Per Hour when Production of Scrap by Machines is Given

Go

21 More Scraper Production Calculators

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Created Breadth given Rectangular Section Modulus

Go

Created Circular Section Modulus

Go

Created Depth given Rectangular Section Modulus

Go

Created Diameter when Circular Section Modulus is Given

Go

Created Hollow Circular Section Modulus

Go

Created Hollow Rectangular Section Modulus

Go

Created Rectangular Section Modulus

Go

Verified Building height for other buildings when fundamental period is known

Go

Verified Building height for reinforced concrete frames when fundamental period is known

Go

Verified Building height for steel eccentrically braced frames when fundamental period is known

Go

Verified Building height for steel frame when fundamental period is already known

Go

Verified Fundamental period for steel frames

Go

Verified Seismic coefficient for short period structures

Go

Verified Seismic response coefficient when fundamental period is known

Go

Verified Total lateral force acting in the direction of each of the principal axes

Go

13 More Seismic Loads Calculators

Go

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

Go

Created Allowable Horizontal Shear for Individual Connector for 2 million cycles

Go

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

Go

Created Allowable horizontal shear for individual connector for over 2 million cycles

Go

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

Go

Created Allowable Horizontal Shear for welded studs for 2 million cycles

Go

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

Go

Created Allowable Horizontal Shear for welded studs for over 2 million cycles

Go

Created Horizontal Shear Range at the juncture of Slab and Beam

Go

Created Moment of Inertia of Transformed Section given Horizontal Shear Range

Go

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

Go

Created Static Moment of Transformed Section given Horizontal Shear Range

Go

Created Shear Capacity for Flexural Members

Go

Created Shear Capacity for Girders with Transverse Stiffeners

Go

Created Area for known longitudinal shear stress

Go

Created Breadth for given longitudinal shear stress

Go

Created Distance from centroid given longitudinal shear stress

Go

Created Moment of Inertia for known Longitudinal Shear Stress

Go

Created Acceleration of vehicle when Total Time of Travel in Overtaking Sight distance is Given

Go

Created Intermediate Sight Distance

Go

Created Minimum Overtaking Distance

Go

Created Overtaking sight distance for velocity of vehicle is in meter per second

Go

Created Overtaking Sight Distance when Minimum Overtaking Distance is Given

Go

Created Overtaking sight distance when velocity of vehicle is in kmph

Go

Created Perception Time when Total Reaction Time in Stopping Sight Distance is Given

Go

Created Retardation of the Vehicle

Go

Created Spacing between vehicles when Total Time of Travel in Overtaking Sight distance is Given

Go

Created Total Time of Travel in Overtaking Sight distance

Go

Created Velocity of overtaking vehicle for forward moving vehicle velocity in meter per second

Go

Created Velocity of overtaking vehicle when forward moving vehicle velocity is given in Kmph

Go

Created Velocity of vehicle in Kmph for known Lag distance

Go

Created Velocity of Vehicle in kmph when Breaking Distance is Given

Go

Created Velocity of Vehicle in meter per second for Braking Distance

Go

Created Velocity of Vehicle when Breaking Distance is Given

Go

Created Velocity of Vehicle when Lag Distance or Reaction Distance is Given

Go

Verified Maximum and Center Deflection of Cantilever Beam carrying UDL

Go

Verified Maximum and Center Deflection of Cantilever Beam carrying Uniformly Varying Load

Go

5 More Slope and Deflection Calculators

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Verified Ground snow load when roof type is known

Go

Verified Importance factor when roof type is known

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Verified Roof type when roof snow load is known

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6 More Snow Loads Calculators

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Verified Maximum Dry Density when Percent Compaction of Soil in Sand Cone Method is Given

Go

24 More Soil Compaction Tests Calculators

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Created Area of Section Considering the Condition of Maximum Discharge

Go

Created Area of Section through Section Considering the Condition of Minimum Specific Energy

Go

Created Area of Section when Discharge is Given

Go

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

Go

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

Go

Created Depth of flow when Discharge is Given

Go

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

Go

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

Go

Created Diameter of Section when Froude Number is Given

Go

Created Discharge through area

Go

Created Discharge through Section Considering the Condition of Maximum Discharge

Go

Created Discharge through Section Considering the Condition of Minimum Specific Energy

Go

Created Froude Number when velocity if known

Go

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

Go

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

Go

Created Mean Velocity of Flow when Froude Number is Given

Go

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

Go

Created Top Width of Section Considering the Condition of Maximum Discharge

Go

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

Go

Created Total Energy per unit weight of water in the flow section

Go

Created Total Energy per unit weight of water in the flow section considering Bed Slope as Datum

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Created Total Energy per unit weight of water in the flow section when Discharge is Given

Go

Created Volume of Liquid Considering the Condition of Maximum Discharge

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

Go

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

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

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

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

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

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

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

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Verified Specific Weight given Force Exerted by the 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 for known 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 the 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 the 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 of Fluid

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Verified Specific Weight of Fluid when Specific Gravity is known

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Verified Specific Weight using Equation of State when Absolute Pressure is Known

Go

Verified Specific Weight when Mass Density is Known

Go

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

Go

Verified Discharge over an Ogee Spillway

Go

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

Go

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

Go

Created Deflection of Square Section Wire Spring

Go

Created Diameter of spring wire or coil when Stiffness of spring is Given

Go

Created Load when Deflection of Square Section Wire Spring is Given

Go

Created Mean radius of spring given Stiffness of spring

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

Go

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

Go

Created Modulus of Rigidity when Stiffness of spring is Given

Go

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

Go

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

Go

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

Go

Created Number of spring coils when Stiffness of spring is Given

Go

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

Go

Created Springs in Parallel - Load

Go

Created Springs in Parallel - Spring Constant

Go

Created Springs in series- Deflections

Go

Created Springs in series- Spring constants

Go

Created Stiffness of spring

Go

Created Stiffness of Square Section Wire Spring

Go

Created Width when Deflection of Square Section Wire Spring is Given

Go

Created Width when Stiffness of Square Section Wire Spring is Given

Go

Created Stopping Sight Distance

Go

Created Stopping sight distance for velocity in meter per second

Go

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

Go

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

Go

Created Stopping sight distance on an upward inclined surface

Go

Created Stopping Sight Distance when Intermediate Sight Distance is Given

Go

Created Discharge through Pipe when pressure gradient is known

Go

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

Go

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

Go

Created Distance of Element from Center line when Velocity at any point in Cylindrical Element is Given

Go

Created Distance of Element from Center line when Velocity at any point with Maximum Velocity is Given

Go

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

Go

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

Go

Created Maximum Shear Stress at Cylindrical Element

Go

Created Maximum Velocity at axis of Cylindrical Element

Go

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

Go

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

Go

Created Mean Velocity of FLuid Flow

Go

Created Shear Stress at any Cylindrical Element

Go

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

Go

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

Go

Created Velocity at any point in Cylindrical Element

Go

Created Velocity at any point in Cylindrical Element when Maximum Velocity at axis is Given

Go

Created Velocity Gradient when Pressure Gradient at Cylindrical Element is Given

Go

Created Viscosity when Mean Velocity of Flow is Given

Go

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

Go

Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given

Go

Created Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given

Go

Created Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given

Go

Created Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given

Go

Created Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given

Go

Created Steel yield strength for compact section for LFD when minimum web thickness is given

Go

Created Steel yield strength on pins for buildings for LFD when allowable bearing stresses is given

Go

Created Steel yield strength on pins not subject to rotation for Bridges for LFD when pin stresses is given

Go

Created Steel yield strength on pins subject to rotation for bridges for LFD when pin stresses is given

Go

Created Actual stiffener spacing for minimum moment of inertia of transverse stiffener

Go

Created Gross Cross-Sectional Area of Intermediate Stiffeners

Go

Created Minimum moment of inertia of transverse stiffener

Go

Created Web thickness for minimum moment of inertia of transverse stiffener

Go

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

Go

Created Area when Stress Due to Suddenly Applied Load is Given

Go

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

Go

Created Length of Member when Strain Energy Stored by the Member is Given

Go

Created Load when Stress Due to Suddenly Applied Load is Given

Go

Created Modulus of elasticity of Member when Strain Energy Stored by the Member is Given

Go

Created Modulus of Elasticity when Strain Energy per Unit Volume is Given

Go

Created Modulus of Rigidity when Shear Resilience is Given

Go

Created Pressure when the Stress Due to Gradually Applied Load is Given

Go

Created Shear Resilience

Go

Created Shear Stress when Shear Resilience is Given

Go

Created Strain Energy Stored by the Member

Go

Created Strain Energy Stored per Unit Volume

Go

Created Stress Due to Gradually Applied Load

Go

Created Stress Due to Impact Load

Go

Created Stress Due to Suddenly Applied Load

Go

Created Stress of Member when Strain Energy Stored by the Member is Given

Go

Created Stress when Strain Energy per Unit Volume is Given

Go

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

Go

Created Component of velocity in Y direction given slope of equipotential line

Go

Created Slope of Equipotential Line

Go

3 More Streamlines, Equipotential Lines and Flow Net Calculators

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Created Area at Section 1 of Bars of uniform Strength

Go

Created Area at Section 2 of Bars of uniform Strength

Go

Created Coefficient of thermal expansion given temperature stress for tapering rod section

Go

Created Cross Sectional Area when Elongation of Tapering Bar due to self weight is Given

Go

Created Density of Bar given Extension of Truncated Conical Rod due to Self Weight

Go

Created Diameter of Tyre when Temperature Strain is Given

Go

Created Diameter of Wheel when Temperature Strain is Given

Go

Created Elongation due to Self Weight in Uniform Bar

Go

Created Elongation due to the Self Weight in Uniform Bar

Go

Created Extension of Truncated Conical Rod due to Self Weight

Go

Created Length of Bar when Area at Section 1 of Bars of uniform Strength is Given

Go

Created Length of Bar when Elongation due to Self Weight in Uniform Bar is Given

List of Calculators by Rithik Agrawal