Calculators Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal
https://www.linkedin.com/in/rithik-agrawal-628026194/
1566
Formulas Created
426
Formulas Verified
229
Across Categories

List of Calculators by Rithik Agrawal

Following is a combined list of all the calculators that have been created and verified by Rithik Agrawal. Rithik Agrawal has created 1566 and verified 426 calculators across 229 different categories till date.
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 given Pressure Head Drop
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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 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 Stress along X- Direction with known Shear Stress in Bi-Axial Loading
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Created Stress along Y- Direction using Shear Stress in Bi-Axial Loading
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2 More Normal Stress in Bi-Axial Loading Calculators
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Created Angle of the oblique plane when member is subjected to axial loading
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Created Normal Stress when Member Subjected to Axial Load
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Created Shear Stress when Member Subjected to Axial Load
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Created Stress along X-direction when Member Subjected to Axial Load
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Created Stress along Y-direction given the shear stress in a member subjected to axial load
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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 given Smaller and Larger Beam End Moment
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Created Steel Yield Strength given Allowable Unit Stress in Bending
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Created Allowable Stress when Slenderness Ratio is Less than Cc
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Created Allowable Stresses in concentrically loaded columns based on AASHTO bridge design specifications
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Created Allowable Shear stress in Bridges
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Created Shear Buckling Coefficient given Allowable Shear stress for Flexural Members in Bridges
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Created Steel Yield Strength using Allowable Shear stress for Flexural Members in Bridges
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Verified Design stress with factor of safety two
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Verified The ultimate wall stress given given ratio of pipe diameter to radius of gyration is more than 500
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Verified Ultimate Wall Stress given Ratio of Pipe Diameter to Radius of Gyration
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10 More American Iron and Steel Institute (AISI) Design Calculators
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Created Change in Rate of Flow 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 Shored Members
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Created Dead Load Moment given Stress in Steel for Unshored Members
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Created Live Load Moment given Stress in Steel for Shored Members
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Created Live Load Moment given Stress in Steel for Unshored Members
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Created Multiplier for allowable stress when flange bending stress is lesser than allowable stress
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Created Section Modulus of Steel Beam given Stress in Steel for Unshored Members
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Created Section modulus of transformed Composite Section 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 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
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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 using Natural Frequency of each Cable
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Created Fundamental Vibration Mode given Natural Frequency of each Cable
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Created Natural frequency of each Cable
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Created Span of Cable given Natural Frequency of each Cable
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Verified Maximum Deflection of Cantilever Beam carrying UDL
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Verified Maximum Deflection of Cantilever Beam carrying Uniformly Varying Load with max intensity at support
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12 More Cantilever Beam Calculators
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Created Cross Sectional Area of Tube using Dynamic Viscosity
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Created Diameter of Pipe given Kinematic Viscosity
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Created Diameter of Pipe using Dynamic Viscosity with time
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Created Diameter of Pipe when Dynamic Viscosity with length is Given
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Created Discharge when Dynamic Viscosity is established
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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 established
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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 established
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Created Length of Reservoir using Dynamic Viscosity
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Created Reservoir Area using Dynamic Viscosity
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Created Specific Weight of Liquid given Dynamic Viscosities
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Created Specific Weight of Liquid using Dynamic Viscosity
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Created Time of Rise of Level from h1 to h2 using Dynamic Viscosity
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Created Time Required given Kinematic Viscosity
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Created Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given
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Created Horizontal component when tension at any point of simple cable with UDL is established
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Created Tension at any point given catenary length of simple cable
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Created UDL given Tension at any Point of Simple Cable with UDL
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Created Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Maximum Sag 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
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Created Diameter at Other End of Circular Tapering rod
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Created Diameter of Circular tapered rod with uniform cross section
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Created 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 tapered rod with uniform cross section
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Created Length of Circular Tapering rod
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Created Load at the End for known extension of Circular Tapering Rod
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Created Modulus of Elasticity for known Extension of Circular Tapering rod
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Created Modulus of Elasticity of Circular Tapering Rod with uniform cross section section
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Created Area of Curve using Vorticity
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Created Circulation using Vorticity
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Created Vorticity of fluid flows
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Created Deflection for 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 given Moment of Resistance, stress induced and Distance from extreme fiber
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Created Moment of Inertia given Young's Modulus, Moment of Resistance and Radius
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Created Moment of Resistance given Young's Modulus, Moment of Inertia and Radius
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Created Moment of resistance in bending equation
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Created Radius of curvature using Distance from extreme fiber, Young's Modulus and stress induced
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Created Radius with known Young's Modulus, Moment of Resistance and Moment of Inertia
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Created Stress Induced using Moment of Resistance, Moment of Inertia and Distance from extreme fiber
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Created Stress Induced with known Distance from Extreme Fiber, Young's Modulus and Radius of curvature
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Created Young's Modulus given Distance from extreme fiber along with Radius and stress induced
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Created Young's Modulus using Moment of Resistance, Moment of Inertia and Radius
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9 More Combined Axial and Bending Loads Calculators
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Created Angle 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 Torsional moment when member is subjected to both bending and torsion
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Created Torsional stress when combined bending and torsional stress is given
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Created Angle of the oblique plane given normal stress when complementary shear stresses are induced
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Created Angle of the oblique plane given shear stress when complementary shear stresses are induced
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Created Normal stress when complementary shear stresses are induced
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Created Shear stress along oblique place when complementary shear stresses are induced
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Created Shear stress due to the effect of complementary shear stresses and shear stress in oblique plane
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Created Shear stress due to the induced complementary shear stresses and normal stress
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Created Area of Channel Section by Manning's Formula
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Created Area of Channel Section when Conveyance of Channel Section 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 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 when Discharge is Given
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Created Discharge through channel
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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 Discharge is Given
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Created Manning's Formula for Bed Slope given Discharge
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Created Manning's Formula for Conveyance given Discharge
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Created Manning's Formula for Conveyance of Section
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Created Manning's Formula for Discharge given Conveyance
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Created Manning's Formula for Hydraulic Radius of Channel Section given Conveyance of Section
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Created Manning's Formula for Roughness Coefficient given Conveyance of Section
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Created Cross Sectional Area at Section 1 for Steady Flow
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Created Cross Sectional Area at Section 2 given Flow at Section 1 for Steady Flow
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Created Cross Sectional Area at Section 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 Steady Flow
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Created Mass Density at Section 2 given Flow at Section 1 for Steady Flow
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Created Velocity at Section 1 for Steady Flow
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Created Velocity at Section 2 given Flow at Section 1 for Steady Flow
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Created Velocity at Section for Discharge through Section for Steady Incompressible Fluid
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Created Critical Depth for Parabolic Channel
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Created Critical Depth for Rectangular Channel
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Created Critical Depth for Triangular Channel
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Created Critical Depth 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 using the Mannings equation
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Created Entrance Loss Coefficient using the formula for Head on Entrance measured from Bottom of Culvert
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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 Mannings Formula for Bed Slope given Velocity of Flow in Culverts
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Created Manning's Formula for Hydraulic Radius given Velocity of Flow in Culverts
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Created Manning's Formula for Roughness Coefficient given Velocity of Flow in Culverts
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Created Normal Depth of Flow 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 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 Radial Distance r from Axis
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Created Pressure intensity when radial distance is zero
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Created Specific Weight of Liquid given Total Pressure Force on each end of Cylinder
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Created Total Pressure Force on Each End of Cylinder
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Created Atmospheric Pressure given Pressure at any Point with Origin at Free Surface
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Created Centripetal acceleration exerted on liquid mass at radial distance from axis
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Created Constant Angular Velocity given Equation of Free Surface of Liquid
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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 Equation of Free Surface of liquid
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Created Pressure at any point with origin at free surface
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Created Radial Distance for Pressure at any point with origin at free surface
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Created Radial Distance given Centripetal Acceleration from Axis
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Created Vertical depth 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 Provided
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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 Given the Hydraulic gradient per unit head for Dams on Soft Foundations
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Created Number of Beds when discharge 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 established
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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 established
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Created Diameter of Pipe when Head Loss due to Frictional Resistance is established
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Created Discharge when Total Required Power is Given
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Created Dynamic Viscosity when Friction Factor is established
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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 Provided
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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 using Slope of Streamline
Go
Created Component of Velocity in Y-Direction given Slope of Streamline
Go
Created Slope of Streamline
Go
Verified Bulking stress
Go
Verified Flexibility factor
Go
Verified Modulus of elasticity for given flexibility factor
Go
Verified Moment of inertia given flexibility factor
Go
Verified Pipe Diameter given Bulking Stress
Go
Verified Pipe Diameter using Flexibility Factor
Go
Verified Radius of gyration given bulking stress
Go
Verified Soil Stiffness Factor given Bulking Stress
Go
Verified Span Diameter given Thrust
Go
Verified Thrust of structure
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
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Verified Discharge for notch which is to be Calibrated
Go
7 More Discharge Calculators
Go
Verified Perimeter when Inlet Capacity for Flow Depth is up to 4.8 inches
Go
9 More Disposing of storm water Calculators
Go
Created Dynamic Viscosity for Discharge through Pipe
Go
Created Dynamic Viscosity 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 Coefficient of Permeability Given the Seepage Discharge in an Earth Dam
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 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 using Zuider Zee Formula
Go
Created Height of Wave from Trough to Crest given Height of Wave Action by Zuider Zee Formula
Go
Created Height of wave from trough to crest when Velocity between 1 and 7 feet is Given
Go
Created Hydraulic Gradient Given the Seepage Discharge in an Earth Dam
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 using Zuider Zee Formula
Go
Created Superficial area of flow Given the Seepage Discharge in an Earth Dam
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
Created Zuider Zee formula for Average depth of Water given Setup above Pool level
Go
Created Zuider Zee Formula for Fetch Length given Setup above Pool Level
Go
Verified Tire Penetration Factor given Rolling Resistance
Go
Verified Weight on Drivers given Usable Pull
Go
Verified Weight on Wheels given Rolling Resistance
Go
Verified Weight on Wheels using Grade Resistance for Motion on Slope
Go
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
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Created Elastic Modulus of Rock when Rotation Due to Twist on a Arch Dam is Given
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Created Coefficient of Discharge of Elbow Meter when Discharge is Given
Go
Created Cross Sectional Area of Elbow Meter when Discharge is Given
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Created Differential Pressure Head of Elbow Meter
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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 Length of Bar given Elongation of Tapering Bar due to Self Weight
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 given Elongation of Tapering Bar due to Self Weight
Go
Created Modulus of Elasticity of Bar when Elongation due to Self Weight in Uniform Bar is established
Go
Created Modulus of Elasticity of Bar when Elongation of Tapering Bar with Cross-sectional area is Given
Go
Created Self Weight of tapering section when elongation is established
Go
Created Self Weight of Uniform Bar when elongation is established
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 Chezy Formula for Energy Slope of Rectangular Channel
Go
Created Energy Slope of channel when Energy Gradient is Given
Go
Created Energy Slope of Rectangular channel
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
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Verified Wind Stress when Friction Velocity is known
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13 More Estimating Marine and Coastal Winds Calculators
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Created Datum Height at Section 1 from Bernoulli Equation
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Created Datum Height 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
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Created Equivalent width of flitched beam
Go
Created Modular Ratio for Equivalent width of flitched beam
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
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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 using Water Flow Equation
Go
7 More Flow velocity in straight sewers Calculators
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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
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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
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Created Friction Factor
Go
Created Friction Factor when Head Loss is due to Frictional Resistance
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 Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Created Bottom Slope of channel when Energy Gradient is Given
Go
Created Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel
Go
Created Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel
Go
Created Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel
Go
Created Depth of Flow given Total Energy
Go
Created Depth of Flow when Energy Slope of Rectangular channel 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 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 established
Go
Created Diameter of Pipe when Head Loss over the Length of Pipe is established
Go
Created Diameter of pipe when pressure drop over length of pipe is established
Go
Created Diameter of Pipe when Pressure Drop over the Length of Pipe with Discharge is established
Go
Created Discharge when Pressure Drop over the Length of Pipe is established
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 established
Go
Created Dynamic Viscosity when Pressure Drop over the Length of Pipe is established
Go
Created Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is established
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 established
Go
Created Length of Pipe when Pressure Drop over the Length of Pipe is established
Go
Created Length of Pipe when Pressure Drop over the Length of Pipe with Discharge is established
Go
Created Mean Velocity of Flow when Head Loss over the Length of Pipe is established
Go
Created Mean velocity of flow when pressure drop over length of pipe is established
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 established
Go
Verified Channel Cross-sectional Area when Resonant Period for Helmholtz mode is established
Go
Verified Channel Length for Resonant Period for Helmholtz Mode
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 provided
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 for Hoop Stress due to temperature fall
Go
Created Allowable Speed of Vehicle on curve without super-elevation
Go
Created Centrifugal Factor on road without super elevation for equilibrium
Go
Created Centrifugal Force 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 Given the Horizontal Shear Flow
Go
Created Distance from Centroid given Horizontal Shear Flow
Go
Created Horizontal Shear Flow
Go
Created Moment of inertia given horizontal shear flow
Go
Created Shear given Horizontal Shear Flow
Go
Verified Head for known discharge through notch which is to be calibrated
Go
8 More Hydraulic Head Calculators
Go
Created Head given the Discharge under Dams on Soft or Porous Foundations
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
I-Beam (9)
Created Breadth of Flange Given the Longitudinal Shear Stress in Web for I beam
Go
Created Breadth of Web given the Longitudinal Shear Stress in Web for I beam
Go
Created Longitudinal Shear Stress in Flange at lower depth of I beam
Go
Created Longitudinal Shear Stress in Web for I beam
Go
Created Maximum Longitudinal Shear Stress in Web for I beam
Go
Created Moment of Inertia for known Longitudinal Shear Stress at the lower edge in Flange of I beam
Go
Created Moment of Inertia given Longitudinal Shear Stress in Web for I beam
Go
Created Moment of Inertia Given the Maximum Longitudinal Shear Stress in Web for I beam
Go
Created Transverse Shear for known Longitudinal Shear Stress in Flange for I beam
Go
3 More I-Beam Calculators
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 Chezy Constant using Chezy Formula given Normal Depth of Wide Rectangular Channel
Go
Created Chezy Formula for Bed Slope given Normal Depth of Wide Rectangular Channel
Go
Created Chezy Formula for Critical Depth given Normal Depth of Wide Rectangular Channel
Go
Created Chezy Formula for Energy Slope
Go
Created Chezy Formula for Hydraulic Radius given Energy Slope
Go
Created Chezy Formula for Mean Velocity given Energy Slope
Go
Created Chezy Formula for Normal Depth of Wide Rectangular Channel
Go
Created Chezy's Constant using Chezy Formula given Energy Slope
Go
Created Manning's Formula for Energy Slope
Go
Created Manning's Formula for Hydraulic Radius given Energy Slope
Go
Created Manning's Formula for Mean Velocity given Energy Slope
Go
Created Manning's Formula for Roughness Coefficient given Energy Slope
Go
Verified Difference in Elevation when 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 Given the relative velocity
Go
Created Absolute velocity of issuing jet when work done by jet on ship is given
Go
Created Area of Issuing Jet given Weight of Water
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 given Weight of Water
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 given weight of water
Go
Created Velocity of jet relative to motion of ship when kinetic energy is given
Go
Created Velocity of moving ship given the relative velocity
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 established
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 Mean Velocity using 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 given Angle of Inclination of Free Surface
Go
Created Constant Horizontal Acceleration given Slope of Surface of Constant Pressure
Go
Created Gauge Pressure at any point in liquid with height
Go
Created Pressure at Any Points in Liquid
Go
Created 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 given Total Force exerted at any Section of Container
Go
Created Specific Weight of Liquids given Pressure at any point in liquid
Go
Created Total force exerted at any section on container
Go
Created Vertical Depth below Free Surface given Pressure at any point in Liquids
Go
Created Vertical Depth below Free Surface given Total Force exerted at any Section of Container
Go
Created Vertical Depth below Surface for Gauge Pressure at any point in Liquid
Go
Created Width of Tank perpendicular to motion 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 given Net Force Acting in Vertical Upward Direction of Tank
Go
Created Constant Vertical Upward Acceleration for Gauge Pressure at any point in liquid
Go
Created Constant Vertical Upward Acceleration given Pressure at any Point in Liquid
Go
Created Gauge Pressure at Any Point in Liquid Flow
Go
Created Mass of Liquid using Net Force Acting in Vertical Upward Direction of Tank
Go
Created Net Force Acting in Vertical Upward Direction of Tank
Go
Created Pressure at any point in liquids
Go
Created Specific Weight of Liquid given Pressure at point in Liquid
Go
Created Specific Weights of liquid for Gauge Pressure at any point in liquid
Go
Created Vertical Depth below Free Surface for Gauge Pressures at any point in Liquid
Go
Created Vertical Depth below Free Surface given Pressure at point in Liquid
Go
Created Buckling Stress for Q Factor Less than or Equal to 1
Go
Created Buckling Stress given Maximum Strength
Go
Created Buckling Stress when Q Factor is Greater than 1
Go
Created Column Gross Effective Area given Maximum Strength
Go
Created Maximum Strength for Compression Members
Go
Created Q Factor
Go
Created Steel Yield Strength given Buckling Stress for Q Factor Greater than 1
Go
Created Steel Yield Strength given Buckling Stress for Q Factor Less than or Equal to 1
Go
Created Steel Yield Strength given Q Factor
Go
Verified Concentrated Load given the Deflection at the Top
Go
Verified Concentrated Load given the Deflection at the Top Due to Fixed Against Rotation
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 given the Average Longitudinal Shear Stress for Rectangular Section
Go
Created Transverse Shear in terms of Maximum Longitudinal Shear Stress for Rectangular Section
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 when member is subjected to like principal stresses
Go
Created Stress along x-axis when member is subjected to like principal stresses and given max shear stress
Go
Created Stress along y-axis when member is subjected to like principal stresses and given max shear stress
Go
Created Base of a triangular section Given the Maximum shear stress
Go
Created Base of a triangular section given the shear stress at neutral axis
Go
Created Height of a triangular section Given the shear stress at neutral axis
Go
Created Height of a triangular section when Maximum shear stress is provided
Go
Created Maximum Shear stress of a triangular section
Go
Created Shear stress at neutral axis in a triangular section
Go
Created Transverse shear of a triangular section when maximum shear stress is provided
Go
Created Transverse shear of a triangular section when shear stress at neutral axis is provided
Go
Created Mean Velocity of Flow when Friction Factor is established
Go
Created Mean Velocity of Flow when Head Loss due to Frictional Resistance is established
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 Given the Absolute Velocity of Surges
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 given Force in Slab
Go
Created Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go
Created Effective Concrete Area given Force in Slab
Go
Created Force in Slab at Maximum Negative Moments 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 Effective Concrete Area
Go
Created Force in Slab given Number of Connectors in Bridges
Go
Created Force in Slab given Total Area of Steel Section
Go
Created Minimum Number of Connectors for Bridges
Go
Created Number of Connectors in Bridges
Go
Created Reduction Factor given Minimum Number of Connectors in Bridges
Go
Created Reduction Factor given Number of Connectors in Bridges
Go
Created Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go
Created Steel Yield Strength given Total Area of Steel Section
Go
Created Total Area of Steel Section given Force in Slab
Go
Created Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go
Created Ultimate shear connector strength given number of connectors in bridges
Go
Verified Coefficient of 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 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 Parabolic Equation for Cable Slope
Go
Created UDL given Tension at Midspan for UDL on Parabolic Cable
Go
Created Allowable Stress for Compression Elements for Highway Bridges
Go
Created Length of Cable for UDL on Parabolic Cable is established
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 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 Sag Curve
Go
Verified Elevation of point of vertical curvature
Go
Verified Elevation of point of vertical intersection
Go
Verified Elevation of PVC given Elevation of Lowest Point on Sag Curve
Go
Verified Length of Curve using Rate of change of Grade in Parabolic Curves
Go
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
Go
Created Angle when member is subjected to maximum shear stress and axial load
Go
Created Bending moment of circular shaft
Go
Created Bending stress of circular shaft given bending moment
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Created Diameter of a circular shaft when equivalent bending moment and maximum principal stress is provided
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Created Diameter of circular shaft for equivalent torque and maximum shear stress
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Created Diameter of circular shaft given bending stress
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Created Equivalent Bending moment given maximum principal stress
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Created Equivalent Force
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Created Maximum shear stress due to combined bending and torsion
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Created Shear Stress when Torsion is Given
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Created Torsion when Shear Stress is Given
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1 More Principal Stress Calculators
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Verified Absolute Pressure using Equation of State
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Verified Absolute Pressure using Equation of State given Specific Weight
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Verified Absolute Temperature of Gas
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Verified Bulk Modulus of Elasticity
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Verified Capillary Rise or Depression of a Fluid
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Verified Capillary Rise or Depression when a Tube is inserted in two Liquids
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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
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Verified Compressibility of Fluid
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Verified Compressibility of Fluid given Bulk Modulus of Elasticity
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Verified Dynamic Viscosity given Shear Stress
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Verified Dynamic Viscosity using Kinematic Viscosity
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Verified Gas Constant using Equation of State
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Verified Mass Density given Specific Weight
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Verified Mass Density given Viscosity
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Verified Pressure Intensity inside Droplet
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Verified Pressure Intensity inside Liquid Jet
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Verified Pressure Intensity inside Soap Bubble
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Verified Shear Stress between any two thin sheets of Fluid
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Verified Specific Gravity of Fluid
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Verified Specific Volume of Fluid
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Verified Velocity Gradient
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Verified Velocity Gradient given Shear Stress
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Verified Velocity of Fluid given Shear Stress
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Verified Volume of Fluid given Specific Weight
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Verified Coefficient of discharge 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 established
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Verified Height of aperture when constant for rectangular shaped aperture weir is given
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Verified Height of aperture when discharge through small rectangular shaped aperture weir is given
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Verified Width of aperture when constant for rectangular shaped aperture weir is given
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Created Deflection in Quarter Elliptical Spring
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Created Deflection when Proof Load in Quarter Elliptical Spring is Given
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Created Length when Deflection in Quarter Elliptical Spring is Given
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Created Length when Maximum Bending Stress in Quarter Elliptical Spring is Given
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Created Length when Proof Load in Quarter Elliptical Spring is Given
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Created Load given Deflection in Quarter Elliptical Spring
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Created Load when Maximum Bending Stress in Quarter Elliptical Spring is Given
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Created Maximum Bending Stress in Quarter Elliptical Spring
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Created Modulus of Elasticity when Deflection in Quarter Elliptical Spring is Given
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Created Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given
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Created Number of Plates when Deflection in Quarter Elliptical Spring is Given
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Created Number of Plates when Maximum Bending Stress in Quarter Elliptical Spring is Given
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Created Number of Plates when Proof Load in Quarter Elliptical Spring is Given
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Created Proof Load in Quarter Elliptical Spring
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Created Thickness when Deflection in Quarter Elliptical Spring is Given
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Created Thickness when Maximum Bending Stress in Quarter Elliptical Spring is Given
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Created Thickness when Proof Load in Quarter Elliptical Spring is Given
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Created Width when Deflection in Quarter Elliptical Spring is Given
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Created Width when Maximum Bending Stress in Quarter Elliptical Spring is Given
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Created Width when Proof Load in Quarter Elliptical Spring is Given
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Created Radial Thickness of Element in terms of Deflection Due to Moments on Arch Dam
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Created Radial thickness of element when rotation due to moment on arch dam is given
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Created Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given
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Created Radial Thickness of the Element when Rotation Due to Twist on a Arch Dam is Given
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Created Radius of Curve when Allowable Speed of Vehicle on curve without super-elevation is Given
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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
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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
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Created Radius of Curve when Super-elevation when lateral friction is neglected is Given
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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
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Created Radius of Pipe for Maximum Velocity at axis of Cylindrical Element
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Created Radius of Pipe for Mean Velocity of Flow
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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
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Created Radius of Pipe when Velocity at any point in Cylindrical Element is Given
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Verified Radius of the Wheel given Angular Momentum at Inlet
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Verified Radius of Wheel for Tangential Velocity at Inlet Tip of Vane
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Verified Radius of wheel for tangential velocity at outlet Tip of vane
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Verified Radius of wheel given angular momentum at outlet
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Created Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
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Created Deck Width for handling Rainwater Runoff to Drain Scuppers
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Created Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
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Created Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
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Created Runoff Rate of Rainwater from a bridge during a Rainstorm
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Created Shoulder width for deck width of rainwater runoff to drain scuppers
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Created Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
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Created Break Reaction Time when Total Reaction Time in Stopping Sight Distance is Given
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Created Reaction Time in lag distance when Velocity is Given in Kmph
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Created Reaction Time when Lag Distance or Reaction Distance is Given
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Created Total Reaction Time in Stopping Sight Distance
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Created Total reaction time when stopping sight distance is given
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Created Depth of Flow given Wetted Area for rectangle
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Created Depth of Flow when Hydraulic Radius in rectangle is Given
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Created Depth of Flow when Section Factor for rectangle channel is Given
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Created Depth of Flow when Wetted Perimeter for rectangle is Given
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Created Hydraulic Radius of open channel
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Created Section Factor for rectangle
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Created Wetted Area for rectangle
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Created Wetted Perimeter for rectangular section
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Created Width of Section given Wetted Areas
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Created Width of Section when Hydraulic Radius of rectangle is Given
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Created Width of Section when Perimeter is Given
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Created Width of Section when Section Factor is Given
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Created Depth of flow in Most Efficient channel for rectangular channel
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Created Depth of flow when Hydraulic Radius in most Efficient rectangular channel is Given
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Created Hydraulic Radius in most Efficient open channel
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Created Width of Channel when Depth of flow in Most Efficient channels is Given
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Created Diameter of sphere given dynamic viscosity
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Created Dynamic Viscosity when velocity is given
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Created Mean Velocity of Sphere when Dynamic Viscosity is Given
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Created Specific Weight of Liquids when Dynamic Viscosity is Given
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Created Specific Weight of Sphere when Dynamic Viscosity is Given
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Verified Actual value of parameter adopted in design of project when safety factor is given
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Verified Equation for Safety Factor
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Verified Equation for Safety Margin
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Verified Risk when Reliability is Given
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Verified Value of parameter obtained from hydrological considerations when safety factor is given
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6 More Risk, Reliability and Safety Factor Calculators
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Created Kinematic Viscosity given time
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Created Volume of Liquid given Kinematic Viscosity
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Verified Density of Material given Quantity of Scrap Produced
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Verified Number of Scrapers Pusher can Load
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Verified Quantity given Production Required
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Verified Trips Per Hour given Production of Scrap by Machines
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21 More Scraper Production Calculators
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Created Breadth given Rectangular Section Modulus
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Created Circular Section Modulus
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Created Depth given Rectangular Section Modulus
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Created Diameter given Circular Section Modulus
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Created Hollow Circular Section Modulus
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Created Hollow Rectangular Section Modulus
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Created Rectangular Section Modulus
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Verified Building height for other buildings when fundamental period is known
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Verified Building height for reinforced concrete frames when fundamental period is known
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Verified Building height for steel eccentrically braced frames when fundamental period is known
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Verified Building height for steel frame when fundamental period is already known
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Verified Fundamental period for steel frames
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Verified Seismic coefficient for short period structures
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Verified Seismic response Coefficient given Fundamental Period
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Verified Total Lateral Force acting in direction of each of Principal Axes
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13 More Seismic Loads Calculators
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Created Allowable Horizontal Shear for Individual Connector for 100,000 cycles
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Created Allowable Horizontal Shear for Individual Connector for 2 million cycles
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Created Allowable Horizontal Shear for Individual Connector for 500,000 cycles
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Created Allowable horizontal shear for individual connector for over 2 million cycles
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Created Allowable Horizontal Shear for welded studs for 100,000 cycles
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Created Allowable Horizontal Shear for welded studs for 2 million cycles
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Created Allowable Horizontal Shear for welded studs for 500,000 cycles
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Created Allowable Horizontal Shear for welded studs for over 2 million cycles
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Created Horizontal Shear Range at Juncture of Slab and Beam
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Created Moment of Inertia of Transformed Section given Horizontal Shear Range
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Created Shear Range due to Live and Impact Load given Horizontal Shear Range
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Created Static Moment of Transformed Section given Horizontal Shear Range
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Created Shear Capacity for Flexural Members
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Created Shear Capacity for Girders with Transverse Stiffeners
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Created Area for known longitudinal shear stress
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Created Breadth for given longitudinal shear stress
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Created Maximum distance from neutral axis to extreme fiber given the longitudinal shear stress
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Created Moment of Inertia for known Longitudinal Shear Stress
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Created Acceleration of vehicle when Total Time of Travel in Overtaking Sight distance is Given
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Created Intermediate Sight Distance
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Created Minimum Overtaking Distance
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Created Overtaking sight distance for velocity of vehicle is in meter per second
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Created Overtaking Sight Distance when Minimum Overtaking Distance is Given
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Created Overtaking sight distance when velocity of vehicle is in kmph
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Created Perception Time when Total Reaction Time in Stopping Sight Distance is Given
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Created Retardation of the Vehicle
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Created Spacing between vehicles when Total Time of Travel in Overtaking Sight distance is Provided
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Created Total Time of Travel in Overtaking Sight distance
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Created Velocity of overtaking vehicle for forward moving vehicle velocity in meter per second
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Created Velocity of overtaking vehicle when forward moving vehicle velocity is given in Kmph
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Created Velocity of vehicle in Kmph for known Lag distance
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Created Velocity of Vehicle in kmph when Breaking Distance is Given
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Created Velocity of Vehicle in meter per second for Braking Distance
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Created Velocity of Vehicle when Breaking Distance is Given
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Created Velocity of Vehicle when Lag Distance or Reaction Distance is Given
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Verified Ground Snow Load using Roof Type
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Verified Importance Factor using Roof Type
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Verified Roof Type given Roof Snow Load
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6 More Snow Loads Calculators
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Verified Maximum Dry Density when Percent Compaction of Soil in Sand Cone Method is Given
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24 More Soil Compaction Tests Calculators
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Created Area of Section Considering the Condition of Maximum Discharge
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Created Area of Section of Open Channel Considering Condition of Minimum Specific Energy
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Created Area of Section when Discharge is Given
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Created Datum Height for Total Energy per unit weight of water in the flow section
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Created Depth of flow given Total Energy per unit weight of water in the flow section
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Created Depth of flow when Discharge is Given
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Created Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
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Created Diameter of Section through Section Considering the Condition of Minimum Specific Energy
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Created Diameter of Section when Froude Number is Given
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Created Discharge through area
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Created Discharge through Section Considering the Condition of Maximum Discharge
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Created Discharge through Section Considering the Condition of Minimum Specific Energy
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Created Froude Number when velocity if known
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Created Mean Velocity of flow for total energy per unit weight of water in the flow section
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Created Mean Velocity of Flow through Section Considering the Condition of Minimum Specific Energy
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Created Mean Velocity of Flow when Froude Number is Given
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Created Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
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Created Top Width of Section Considering the Condition of Maximum Discharge
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Created Top Width of Section through Section Considering the Condition of Minimum Specific Energy
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Created Total Energy per unit weight of water in the flow section
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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
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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
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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 given Mass Density
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Verified Specific Weight of Fluid
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Verified Specific Weight of Fluid given Specific Gravity
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Verified Specific Weight using Equation of State given Absolute Pressure
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Spring (20)
Created Deflection of Square Section Wire Spring
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Created Diameter of spring wire or coil when Stiffness of spring is Given
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Created Load when Deflection of Square Section Wire Spring is Given
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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
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Created Mean Radius when Stiffness of Square Section Wire Spring is Given
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Created Modulus of Rigidity when Stiffness of spring is Given
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Created Number of active coils when Deflection of Square Section Wire Spring is Given
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Created Number of active spring coils when Stiffness of Square Section Wire Spring is Given
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Created Number of coils when Deflection of Square Section Wire Spring is Given
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Created Number of spring coils when Stiffness of spring is Given
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Created Number of spring coils when Stiffness of Square Section Wire Spring is Given
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Created Springs in Parallel - Load
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Created Springs in Parallel - Spring Constant
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Created Springs in series- Deflections
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Created Springs in series- Spring constants
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Created Stiffness of spring
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Created Stiffness of Square Section Wire Spring
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Created Width when Deflection of Square Section Wire Spring is Given
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Created Width when Stiffness of Square Section Wire Spring is Given
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SSD (6)
Created Stopping Sight Distance
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Created Stopping sight distance for velocity in meter per second
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Created Stopping sight distance on a level ground with breaking efficiency n
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Created Stopping sight distance on an inclined surface with breaking efficiency n
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Created Stopping sight distance on an upward inclined surface
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Created Stopping Sight Distance when Intermediate Sight Distance is Given
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Created Discharge through Pipe when pressure gradient is known
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Created Distance of Element from Center line when Head Loss is Given
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Created Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given
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Created Distance of Element from Center line when Velocity at any point in Cylindrical Element is Given
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Created Distance of Element from Center line when Velocity at any point with Maximum Velocity is Given
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Created Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given
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Created Length of Pipe when Shear Stress at any Cylindrical Element is Given
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Created Maximum Shear Stress at Cylindrical Element
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Created Maximum Velocity at axis of Cylindrical Element
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Created Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given
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Created Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given
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Created Mean Velocity of Fluid Flow
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Created Shear Stress at any Cylindrical Element
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Created Shear Stress at any Cylindrical Element when Head Loss is Given
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Created Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given
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Created Velocity at any point in Cylindrical Element
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Created Velocity at any point in Cylindrical Element when Maximum Velocity at axis is Given
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Created Velocity Gradient when Pressure Gradient at Cylindrical Element is Given
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Created Viscosity when Mean Velocity of Flow is Given
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Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
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Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
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Created Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given
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Created Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given
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Created Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given
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Created Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given
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Created Steel yield strength for compact section for LFD when minimum web thickness is given
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Created Steel yield strength on pins for buildings for LFD when allowable bearing stresses is given
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Created Steel yield strength on pins not subject to rotation for Bridges for LFD when pin stresses is given
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Created Steel yield strength on pins subject to rotation for bridges for LFD when pin stresses is given
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Created Actual stiffener spacing for minimum moment of inertia of transverse stiffener
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Created Gross Cross-Sectional Area of Intermediate Stiffeners
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Created Minimum moment of inertia of transverse stiffener
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Created Web thickness for minimum moment of inertia of transverse stiffener
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Created Area of Member when Strain Energy Stored by the Member is Given
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Created Area when Stress Due to Suddenly Applied Load is Given
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Created Area when the Stress Due to Gradually Applied Load is Given
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Created Length of Member when Strain Energy Stored by the Member is Given
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Created Load when Stress Due to Suddenly Applied Load is Given
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Created Load when the Stress Due to Gradually Applied Load is provided
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Created Modulus of elasticity of Member when Strain Energy Stored by the Member is Given
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Created Modulus of Elasticity when Strain Energy per Unit Volume is Given
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Created Modulus of Rigidity given Shear Resilience
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Created Shear Resilience
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Created Shear Stress when Shear Resilience is Given
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Created Strain Energy Stored by the Member
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Created Strain Energy Stored per Unit Volume
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Created Stress Due to Gradually Applied Load
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Created Stress Due to Impact Load
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Created Stress Due to Suddenly Applied Load
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Created Stress generated due to Strain Energy per Unit Volume
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Created Stress of Member when Strain Energy Stored by the Member is Given
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Created Component of Velocity in X direction given Slope of Equipotential Line
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Created Component of velocity in Y direction given slope of equipotential line
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Created Slope of Equipotential Line
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3 More Streamlines, Equipotential Lines and Flow Net Calculators
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Created Area at Section 1 of Bars of uniform Strength
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Created Area at Section 2 of Bars of uniform Strength
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Created Coefficient of thermal expansion given temperature stress for tapering rod section
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Created Cross Sectional Area when Elongation of Tapering Bar due to self weight is Given
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Created Density of Bar given Extension of Truncated Conical Rod due to Self Weight
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Created Diameter of Tyre when Temperature Strain is Given
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Created Diameter of Wheel when Temperature Strain is Given
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Created Elongation due to Self Weight in Uniform Bar
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Created Elongation due to the Self Weight in Uniform Bar
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Created Extension of Truncated Conical Rod due to Self Weight
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Created Length of Bar after Elongation due to Self Weight in uniform bar
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Created Length of Bar when uniform Strength is established
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Created Length of rod of truncated conical section
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Created Modulus of Elasticity of Bar when Extension of Truncated Conical Rod due to Self Weight is known
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Created Modulus of Elasticity of Rod when Extension of Truncated Conical Rod due to Self Weight is known
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Created Modulus of Elasticity when Hoop Stress due to temperature fall is given
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Created Modulus of Elasticity when Temperature Stress for Tapering Rod Section is Given
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Created Temperature Constant given Temperature Stress for Tapering Rod Section
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Created Temperature Strain
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Created Temperature Stress for Tapering Rod Section
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Created Temperature when Temperature Stress for Tapering Rod Section is Given