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Calculators Created by Rithik Agrawal

Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
https://www.linkedin.com/in/rithik-agrawal-628026194/
1581
Formulas Created
443
Formulas Verified
197
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 1581 and verified 443 calculators across 197 different categories till date.
Normal Stress in Bi-Axial Loading (4)
Created Normal Stress in Bi-Axial Loading
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Created Shear Stress in Bi-Axial Loading
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Created Stress along X- Direction when Shear Stress in Bi-Axial Loading is Given
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Created Stress along Y- Direction when Shear Stress in Bi-Axial Loading is Given
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Normal Stress of members Subjected to Axial Load (5)
Created Angle when Normal Stress when Member Subjected to Axial Load is Given
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Created Normal Stress when Member Subjected to Axial Load
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Created Shear Stress when Member Subjected to Axial Load
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Created Stress along Y-direction when Normal Stress when Member Subjected to Axial Load is Given
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Created Stress along Y-direction when Shear Stress when Member Subjected to Axial Load is Given
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Additional Bridge Column Formulae (2)
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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Adiabatic Atmosphere (2)
Verified Adiabatic Exponent or Adiabatic Index
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Verified Mass Density of a Liquid for an Adiabatic Process
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Allowable Stress Design for Bridge Beams (3)
Created Allowable Unit Stress in Bending
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Created Moment Gradient Factor when Smaller and Larger Beam End Moment is Given
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Created Steel Yield Strength when Allowable Unit Stress in Bending is Given
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Allowable Stress Design for Bridge Columns (2)
Created Allowable Stress when Slenderness Ratio is Equal to or Greater than Cc
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Created Allowable Stress when Slenderness Ratio is Less than Cc
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Allowable Stress Design for Shear in Bridges (3)
Created Allowable Shear stress in Bridges
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Created Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given
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Created Steel Yield Strength when Allowable Shear stress for Flexural Members in Bridges
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American Iron and Steel Institute (AISI) Design (4)
Verified Design stress when saftey factor 2 is applied.
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Verified The ultimate wall stress when the ratio D/r does not exceed 294
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Verified The ultimate wall stress when the ratio D/r is more than 500
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Verified The ultimate wall stress when the ratio D/r r exceeds 294 but not 500
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10 More American Iron and Steel Institute (AISI) Design Calculators
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Angular Momentum Principles (6)
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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Arch Dams (46)
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 Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given
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Created Elastic Modulus of Rock when Deflection Due to Shear on a Arch Dam is Given
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Created Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given
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Created Elastic Modulus of Rock when Rotation Due to Moment on a Arch Dam is Given
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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 Extrados Stresses on a Arch Dam
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Created Intrados Stresses on a Arch Dam
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Created Moment at Abutments of an Arch Dam
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Created Moment at Crown of an Arch Dam
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Created Moments when Deflection Due to Moments on a Arch Dam is Given
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Created Moments when Extrados Stresses on a Arch Dam is Given
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Created Moments when Intrados Stresses on a Arch Dam is Given
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Created Moments when Rotation Due to Moment on a Arch Dam is Given
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Created Moments when Rotation Due to Twist on a Arch Dam is Given
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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 Radial Thickness of the Element when Deflection Due to Moments on a Arch Dam is Given
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Created Radial Thickness of the Element when Rotation Due to Moment on a 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 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 Thrust at Abutments of an Arch Dam
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Created Thrust at Crown of an Arch Dam
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Created Thrust at Crown of an Arch Dam when Moment at Abutments of an Arch Dam is Given
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Created Thrust at Crown of an Arch Dam when Moment at Crown of an Arch Dam is Given
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Created Thrust when Deflection Due to Thrust on a Arch Dam is Given
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Created Thrust when Extrados Stresses on a Arch Dam is Given
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Created Thrust when Intrados Stresses on a Arch Dam is Given
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Beams (12)
Created Area to maintain stress as wholly compressive when Eccentricity is Given
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Created Breadth for rectangular section to maintain stress as wholly compressive when Eccentricity is Given
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Created Breadth of beam of uniform strength
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Created Depth of beam of uniform strength
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Created Eccentricity for column to maintain stress as wholly compressive
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Created Eccentricity for Rectangular Section to maintain Stress as wholly Compressive
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Created Eccentricity for solid circular sector to maintain stress as wholly compressive
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Created Eccentricity to maintain stress as wholly compressive
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Created Loading of beam of uniform strength
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Created Location of beam of uniform strength of given stress, loading and dimensions
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Created Section Modulus to maintain stress as wholly compressive when Eccentricity is Given
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Created Stress of beam of Uniform Strength
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Bearing on Milled Surfaces (6)
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 when Allowable Stress is Given for d < 635 mm
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Created Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm
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Created Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given
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Created Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given
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Bending Stresses (9)
Created Dead Load Moment when Stress in Steel for Shored Members is Given
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Created Dead Load Moment when Stress in Steel for Unshored Members is Given
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Created Live Load Moment when Stress in Steel for Shored Members is Given
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Created Live Load Moment when Stress in Steel for Unshored Members is Given
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Created Section Modulus of Steel Beam when Stress in Steel for Unshored Members is Given
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Created Section modulus of transformed Composite Section when Stress in Steel for shored Members is Given
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Created Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given
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Created Stress in Steel for Shored Members
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Created Stress in Steel for Unshored Members
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Braking Distance (6)
Created Braking Distance on a level ground with efficiency n
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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 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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Breaker Index (3)
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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Bridge Fasteners (2)
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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Broad Crested Weir (21)
Verified Actual Discharge(Q) over the Broad Crested Weir
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Verified Additional Head(ha) when Head(H1) for Broad Crested weir is given
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Verified Coefficient of Discharge when Actual Discharge(Q) over the Broad Crested Weir is given
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Verified Coefficient of Discharge when Discharge(Q) of Weir if critical depth(h) is constant is given
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Verified Coefficient of Discharge when Discharge(Q) over the Crested Weir if velocity is Considered is given
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Verified Critical Depth(h) Due to Reduction in the Area of Flow Section when Total Head(H) is given
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Verified Discharge(Q) of Broad Crested Weir if critical depth(h) is constant
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Verified Discharge(Q) over the Broad Crested Weir
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Verified Discharge(Q) over the Broad Crested Weir if Coefficient of Discharge is Considered
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Verified Head on the Upstream(H) when Head(H1) for Broad Crested weir is given
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Verified Head(H1) for Broad Crested weir
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Verified Head(H1) when Discharge(Q) over the Broad Crested Weir if velocity is Considered is given
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Verified Length of Crest when Discharge(Q) over the Broad Crested Weir if velocity is Considered is given
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Verified Length of Crest(L) when Actual Discharge(Q) over the Broad Crested Weir is given
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Verified Length of Crest(L) when Discharge(Q) of Weir if critical depth(h) is constant is given
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Verified Length of Crest(L) when Discharge(Q) over the Broad Crested Weir is given
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Verified Total Head(H) above the Weir Crest
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Verified Total Head(H) when Actual Discharge(Q) over the Broad Crested Weir is given
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Verified Total Head(H) when Discharge(Q) of Weir if critical depth(h) is constant is given
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Verified Total Head(H) when Discharge(Q) over the Broad Crested Weir is given
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Verified Velocity of Flow(v) when Total Head(H) is given
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Buoyancy Force and Center of Buoyancy (10)
Verified Buoyancy Force (dF) on a Vertical Prism
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Verified Buoyancy Force (dF) when Volume of Vertical Prism dV is given
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Verified Buoyant Force for a Body Immersed in Fluid
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Verified Buoyant Force When a Body Floats at between two immiscible fluids of specificweights
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Verified Cross Sectional Area of Prism when Buoyancy Force is given
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Verified Cross Sectional Area of Prism when Volume of Vertical Prism dV is given
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Verified Pressure Head Difference when Buoyancy Force is given
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Verified Pressure Head Difference when Volume of Vertical Prism dV is given
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Verified Specific Weight pf the Fluid when Buoyancy Force is given
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Verified Volume of Vertical Prism dV
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3 More Buoyancy Force and Center of Buoyancy Calculators
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Buttress Dams (12)
Created Distance from Centroid when Maximum Intensity in horizontal plane on a Buttress Dam is Given
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Created Distance from Centroid when Minimum Intensity in horizontal plane on a Buttress Dam is Given
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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 a Buttress Dam
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Created Moment of Inertia when Maximum Intensity in horizontal plane on a Buttress Dam is Given
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Created Moment of Inertia when Minimum Intensity in horizontal plane on a Buttress Dam is Given
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Created Moment when Maximum Intensity in horizontal plane on a Buttress Dam is Given
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Created Moment when Minimum Intensity in horizontal plane on a Buttress Dam is Given
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Created Sectional Area of Base when Maximum Intensity in horizontal plane on a Buttress Dam is Given
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Created Sectional Area of Base when Minimum Intensity in horizontal plane on a Buttress Dam is Given
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Created Total Vertical Load when Maximum Intensity in horizontal plane on a Buttress Dam is Given
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Created Total Vertical Load when Minimum Intensity in horizontal plane on a Buttress Dam is Given
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Cable Systems (4)
Created Cable Tension when Natural frequency of each Cable is Given
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Created Fundamental Vibration Mode when Natural frequency of Each Cable is Given
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Created Natural frequency of each Cable
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Created Span of Cable when Natural frequency of each Cable is Given
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Calculations of Deflection and Crack Width (6)
Verified Deflection due to prestressing force before losses when Short Term Deflection at Transfer
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Verified Deflection due to Self Weight when Short Term Deflection at Transfer is given
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Verified Length of Span when Deflection Due to Prestressing for a doubly Harped Tendon is given
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Verified Moment of Inertia(I) when Deflection Due to Prestressing for a doubly Harped Tendon is given
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Verified Short Term Deflection at Transfer
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Verified Young's Modulus when Deflection Due to Prestressing for a doubly Harped Tendon is given
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45 More Calculations of Deflection and Crack Width Calculators
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Capillary Tube Viscometer (19)
Created Cross Sectional Area of Tube when Dynamic Viscosity is Given
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Created Diameter of Pipe when Dynamic Viscosity with length is Given
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Created Diameter of Pipe when Dynamic Viscosity with time is Given
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Created Diameter of Pipe when Kinematic Viscosity is Given
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Created Discharge when Dynamic Viscosity is Given
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Created Dynamic Viscosity of fluids in flow
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Created Dynamic Viscosity when Discharge of pipe over length is Given
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Created Head when Dynamic Viscosity is Given
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Created Head when Kinematic Viscosity is Given
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Created Kinematic Viscosity of flow
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Created Length of Pipe when Dynamic Viscosity is Given
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Created Length of Pipe when Kinematic Viscosity is Given
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Created Length of Reservoir when Dynamic Viscosity is Given
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Created Reservoir Area when Dynamic Viscosity is Given
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Created Specific Weight of Liquid when Dynamic Viscosities is Given
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Created Specific Weight of Liquid when Dynamic Viscosity is Given
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Created Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given
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Created Time Required when Kinematic Viscosity is Given
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Created Volume of Liquid when Kinematic Viscosity is Given
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Catenary (5)
Created Catenary Length measured from the Low Point of the Simple Cable with a UDL
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Created Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given
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Created Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given
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Created Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given
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Created UDL when Tension at any Point of the Simple Cable with a UDL is Given
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Catenary Cable Sag and Distance between Supports (6)
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 when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Created UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Circular Curves (4)
Verified Central angle of curve when length of long chord is given
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Verified Degree of curve when length of curve is given
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Verified Length of curve(Exact)
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Verified Length of long chord(Exact)
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15 More Circular Curves Calculators
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Circular Section (14)
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 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 Area 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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Circular section (20)
Created Chezy Constant when Discharge through Channels is Given
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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 at 0.9D 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 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 when Discharge through Channels is Given
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Created Wetted Area when Discharge through Channels is Given
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Created Wetted Perimeter when Discharge through Channels is Given
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Circular Tapering Rod (10)
Created Diameter at one end of Circular Tapering rod when extension is given
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Created Diameter at Other End of Circular Tapering rod when Extension is given
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Created Diameter of Rod when Extension of Circular Tapering Rod for a particular section is Given
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Created Extension of Circular Tapering Rod
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Created Extension of Circular Tapering Rod for a particular section where diameters are equal
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Created Length of Circular Tapering rod when extension is given
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Created Length of Rod when Extension of Circular Tapering Rod for a particular section is Given
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Created Load at the End when Extension of Circular Tapering Rod is Given
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Created Modulus of Elasticity when Extension of Circular Tapering Rod for a particular section is Given
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Created Modulus of Elasticity when Extension of Circular Tapering rod is given
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Circulation and Vorticity (3)
Created Area of Curve when Vorticity is Given
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Created Circulation when Vorticity is Given
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Created Vorticity of fluid flows
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Close-Coiled Helical Spring (8)
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 when Total Maximum Shear Stress for a close coiled helical spring having axial pull is Given
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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 when Deflection for a close-coiled helical spring is Given
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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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Coaxial Cylinder Viscometers (22)
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 when Torque exerted on Inner Cylinder is Given
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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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Coefficient of friction (4)
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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Columns (5)
Created Height when Wind Pressure is Given
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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 when Longitudinal Shear Stress is Given
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Created Unit Weight of Material Wind Pressure is Given
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Combined Axial and Bending Loads (12)
Created Distance from extreme fiber when Moment of Resistance, Moment of Inertia and stress induced is given
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Created Distance from extreme fiber when Young's Modulus, Radius and stress induced is given
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Created Moment of Inertia when Moment of Resistance, stress induced and Distance from extreme fiber is given
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Created Moment of Inertia when Young's Modulus, Moment of Resistance and Radius is given
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Created Moment of Resistance when Moment of Inertia, stress induced and Distance from extreme fiber is given
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Created Moment of Resistance when Young's Modulus, Moment of Inertia and Radius is given
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Created Radius when Distance from extreme fiber, Young's Modulus and stress induced is given
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Created Radius when Young's Modulus, Moment of Resistance and Moment of Inertia is given
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Created Stress Induced when Distance from Extreme Fiber, Young's Modulus and Radius is given
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Created Stress Induced when Moment of Resistance, Moment of Inertia and Distance from extreme fiber is given
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Created Young's Modulus when Distance from extreme fiber, Radius and stress induced is given
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Created Young's Modulus when Moment of Resistance, Moment of Inertia and Radius is given
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9 More Combined Axial and Bending Loads Calculators
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Combined Bending and Torsion Condition (7)
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 when Combined Bending and Torsional Stress is given
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Created Combined Bending and Torsion Condition
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Created Combined bending and torsional stress
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Created Torsion when Combined Bending and Torsion Condition is given
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Created Torsional stress when combined bending and torsional stress is given
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Complementary Induced Stress (6)
Created Angle when Complementary Induced Normal Stress is Given
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Created Angle when Complementary Induced Shear Stress is Given
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Created Complementary Induced Normal Stress
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Created Complementary Induced Shear Stress
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Created Stress when Complementary Induced Normal Stress is Given
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Created Stress when Complementary Induced Shear Stress is Given
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Computation of Uniform Flow (19)
Created Area of Channel Section when Conveyance of Channel Section is Given
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Created Area of Channel Section when Conveyance of Section through Manning's Formula is Given
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Created Area of Channel Section when Discharge is Given
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Created Bed Slope of Channel Section when Discharge is Given
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Created Bed Slope when Discharge is Given
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Created Bed Slope when Discharge through Manning's Formula is Given
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Created Chezy Constant when Conveyance of Channel Section is Given
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Created Chezy Constant when Discharge is Given
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Created Conveyance of Channel Section
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Created Conveyance of Section through Manning's Formula
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Created Conveyance when Discharge is Given
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Created Conveyance when Discharge through Manning's Formula is Given
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Created Discharge through channel
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Created Discharge through Manning's Formula when Conveyance is Given
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Created Discharge when Conveyance is Given
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Created Hydraulic Radius of Channel Section when Conveyance of Channel Section is Given
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Created Hydraulic Radius of Channel Section when Conveyance of Section through Manning's Formula is Given
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Created Hydraulic Radius of Channel Section when Discharge is Given
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Created Roughness Coefficient when Conveyance of Section through Manning's Formula is Given
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Continuity Equation (9)
Created Cross Sectional Area at Section 1 for a Steady Flow
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Created Cross Sectional Area at Section 2 when flow at Section 1 for a Steady Flow is Given
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Created Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given
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Created Discharge through a Section for Steady Incompressible Fluid
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Created Mass Density at Section 1 for a Steady Flow
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Created Mass Density at Section 2 when flow at Section 1 for a Steady Flow is Given
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Created Velocity at Section 1 for a Steady Flow
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Created Velocity at Section 2 when flow at Section 1 for a Steady Flow is Given
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Created Velocity at Section when Discharge through a Section for Steady Incompressible Fluid is Given
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Critical Flow And Its Computation (16)
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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Culverts on Subcritical Slopes (14)
Created Bed Slope when Head on Entrance using Mannings formula is Given
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Created Bed Slope when Velocity of Flow through Mannings Formulas in Culverts is Given
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Created Entrance Loss Coefficient when Head on Entrance measured from Bottom of Culvert is Given
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Created Entrance Loss Coefficient when Head on Entrance using Mannings formula is Given
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Created Head on Entrance measured from Bottom of Culvert
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Created Head on Entrance measured from Bottom of Culvert using Mannings formula
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Created Hydraulic Radius when Head on Entrance using Mannings formula is Given
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Created Hydraulic Radius when Velocity of Flow through Mannings Formulas in Culverts is Given
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Created Normal Depth of Flow when Head on Entrance measured from Bottom of Culvert is Given
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Created Normal Depth of Flow when Head on Entrance measured from Bottom using Mannings formula is Given
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Created Roughness Coefficient when Head on Entrance using Mannings formula is Given
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Created Roughness Coefficient when Velocity of Flow through Mannings Formulas in Culverts is Given
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Created Velocity of Flow through Mannings Formulas in Culverts
Go
Created Velocity of Flow when Head on Entrance measured from Bottom of Culvert is Given
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. (5)
Created Liquid Column Height when Pressure Intensity at a radial distance r from axis is Given
Go
Created Pressure Intensity at a radial distance r from axis
Go
Created Pressure Intensity at a Radial Distance r=0 from Axis is Given
Go
Created Specific Weight of Liquid when Total Pressure Force on Each End of Cylinder is Given
Go
Created Total Pressure Force on Each End of Cylinder
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical (9)
Created Atmospheric Pressure when Pressure at any point with origin at free surface is Given
Go
Created Centripetal acceleration exerted on the liquid mass at a radial distance r from axis.
Go
Created Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given
Go
Created Constant Angular Velocity when Equation of Free Surface of liquid is Given
Go
Created Equation of Free Surface of liquid
Go
Created Pressure at any point with origin at free surface
Go
Created Radial Distance when Centripetal acceleration from axis is Given
Go
Created Radial Distance when Pressure at any point with origin at free surface is Given
Go
Created Vertical Depth (z) when Pressure at any point with origin at free surface is Given
Go
Dams on Soft or Porous Foundations (33)
Created Area when Discharge under Dams on Soft or Porous Foundations is Given
Go
Created Depth below Surface when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Created Depth below Surface when Total Pressure per unit Area for Dams on Soft Foundations is Given
Go
Created Discharge under Dams on Soft or Porous Foundations
Go
Created Discharge when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created Equipotential Lines when discharge for Dams on Soft Foundations is Given
Go
Created Equipotential Lines when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created Head when Discharge under Dams on Soft or Porous Foundations is Given
Go
Created Head when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created Head when Length of Conduit after using the Area of Pipe in Discharge is Given
Go
Created Head when Minimum Safe Length of Travel path under Dams is Given
Go
Created Head when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Created Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created Length of Conduit after using the Area of Pipe in Discharge
Go
Created Length of Conduit when Discharge under Dams on Soft or Porous Foundations is Given
Go
Created Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations 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
Created Maximum Velocity when New Material Coefficient C 2 for Dams on Soft Foundations is Given
Go
Created Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
Go
Created Neutral stress per unit area for Dams on Soft Foundations
Go
Created New Material Coefficient C2 for Dams on Soft or Porous Foundations
Go
Created Number of Beds when discharge for Dams on Soft Foundations is Given
Go
Created Number of Beds when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created Permeability when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created Saturation when Total Pressure per unit Area for Dams on Soft Foundations is Given
Go
Created Specific gravity of water when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Created Specific gravity of water when Total Pressure per unit Area for Dams on Soft Foundations is Given
Go
Created Total Pressure per unit Area for Dams on Soft Foundations
Go
Created Velocity when Length of Conduit after using the Area of Pipe in Discharge is Given
Go
Created Void Ratio when Total Pressure per unit Area for Dams on Soft Foundations is Given
Go
Darcy – Weisbach Equation (33)
Created Area of Pipe when Total Required Power is Given
Go
Created Density of Fluid when Friction Factor is Given
Go
Created Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given
Go
Created Density of Liquid when Shear Stress with darcy Friction Factor is Given
Go
Created Diameter of Pipe when Friction Factor is Given
Go
Created Diameter of Pipe when Head Loss due to Frictional Resistance is Given
Go
Created Discharge when Total Required Power is Given
Go
Created Dynamic Viscosity when Friction Factor is Given
Go
Created Friction Factor
Go
Created Friction Factor when Head Loss due to Frictional Resistance is Given
Go
Created Friction Factor when Reynolds Number is Given
Go
Created Friction Factor when Shear Stress is Given
Go
Created Friction Factor when Shear Stress with density is Given
Go
Created Friction Factor when Shear Velocity is Given
Go
Created Head Loss due to Frictional Resistance
Go
Created Length of Pipe when Head Loss due to Frictional Resistance is Given
Go
Created Length of Pipe when Total Required Power is Given
Go
Created Length of Pipe when Total Required Power with Discharge is Given
Go
Created Mean Velocity of Flow when Friction Factor is Given
Go
Created Mean Velocity of Flow when Head Loss due to Frictional Resistance is Given
Go
Created Mean Velocity of Flow when Shear Stress with Density is Given
Go
Created Mean Velocity of Flow when Shear Stress with Friction Factor is Given
Go
Created Mean Velocity of Flow when Shear Velocity is Given
Go
Created Mean Velocity of Flow when Total Required Power is Given
Go
Created Pressure Gradient when Total Required Power is Given
Go
Created Pressure Gradient when Total Required Power with Discharge is Given
Go
Created Reynolds Number when Friction Factor is Given
Go
Created Shear Stress when Friction Factor is Given
Go
Created Shear Stress when Friction Factor with density is Given
Go
Created Shear Velocity
Go
Created Specific Weight of Liquid when Shear Stress with Friction Factor is Given
Go
Created Total Required Power
Go
Created Total Required Power when Discharge is Given
Go
Dash - Pot Mechanism (36)
Created Diameter of Piston when Pressure reduction over the Length of Piston is Given
Go
Created Diameter of Piston when Rate of Flow is Given
Go
Created Diameter of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Created Diameter of Piston when Shear Stress resisting the Motion of Piston is Given
Go
Created Diameter of Piston when Vertical Upward Force on Piston is Given
Go
Created Dynamic Viscosity when Pressure Reduction over the Length of Piston is Given
Go
Created Dynamic Viscosity when Rate of Flow is Given
Go
Created Dynamic Viscosity when Shear Force Resisting the Motion of Piston with Piston Velocity is Given
Go
Created Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given
Go
Created Dynamic Viscosity when Velocity of Flow in Oil Tank is Given
Go
Created Dynamic Viscosity when Vertical Upward Force on Piston with Piston Velocity is Given
Go
Created Length of Piston when Pressure Drop over the Piston is Given
Go
Created Length of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Created Length of Piston when Shear Force Resisting the Motion of Piston with Piston Velocity is Given
Go
Created Length of Piston when Vertical Upward Force on Piston is Given
Go
Created Pressure Drop over the Length of Piston when Vertical Upward Force on Piston is Given
Go
Created Pressure Drop over the Piston
Go
Created Pressure Gradient when Rate of Flow is Given
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 the Motion of Piston
Go
Created Shear Force Resisting the Motion of Piston when Piston Velocity is Given
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 Velocity of Piston when Rate of Flow is Given
Go
Created Velocity of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Created Velocity of Piston when Shear Stress resisting the Motion of Piston is Given
Go
Created Velocity of Piston when Velocity of Flow in Oil Tank is Given
Go
Created Velocity of Piston when Vertical Upward Force on Piston is Given
Go
Created Velocity of Pistons when Pressure Drop over the Length of Piston is Given
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 Given
Go
Density Currents in Harbors (21)
Verified Average Depth of the Harbor for known Water Volume exchanged during an 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 when Ratio of Water Volume entering Harbor per Tide is given
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 the Dry Bed Curve is given
Go
Verified Tidal Prism of Harbor Basin when difference between the High and Low Tide Levels is given
Go
Verified Tidal Prism of the Harbor Basin
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 the Dry Bed Curve
Go
3 More Density Currents in Harbors Calculators
Go
Description of the Flow Pattern (3)
Created Component of Velocity in X-Direction when Slope of Streamline is Given
Go
Created Component of Velocity in Y-Direction when Slope of Streamline is Given
Go
Created Slope of Streamline
Go
Design of a Solid Bowl Centrifuge for Sludge Dewatering (1)
Verified Polymer Feed Rate as Mass Flow Rate when Polymer Feed Rate as Volumetric Flow Rate is Given
Go
32 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators
Go
Design of Highway Culverts (10)
Verified Bulking stress
Go
Verified Flexibility factor
Go
Verified Modulus of elasticity when flexibility factor is given
Go
Verified Moment of inertia when flexibility factor is given
Go
Verified Pipe diameter when flexibility factor is given
Go
Verified Pipe diamter when bulking stress is given
Go
Verified Radius of gyration when bulking stress is given
Go
Verified Soil stiffness factor when bulking stress is given
Go
Verified Span diameter when thrust is given
Go
Verified Thrust of structure
Go
7 More Design of Highway Culverts Calculators
Go
Design of Rapid Mix Basin and Flocculation Basin (8)
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
Determination of Metacentric Height (3)
Verified Angle Made by the Pendulum
Go
Verified Distance Moved by Pendulum on the Horizontal scale
Go
Verified Length of Plumb Line
Go
Disposing of storm water (1)
Verified Perimeter when inlet capacity for flow depth up to 4.8in is given
Go
10 More Disposing of storm water Calculators
Go
Earth Dam (29)
Created Angle of incidence of waves when Setup above Pool level through Zuider Zee formula is Given
Go
Created Average depth of water when Setup above Pool level through Zuider Zee formula is Given
Go
Created Coefficient of Permeability when Maximum and Minimum permeability is Given for a Earth Dam
Go
Created Coefficient of Permeability when Quantity of seepage in length of dam is given
Go
Created Coefficient of Permeability when Seepage Discharge in an Earth Dam is Given
Go
Created Fetch when Setup above Pool level through Zuider Zee formula is Given
Go
Created Fetch when the height of waves for fetch more than 20 miles is Given
Go
Created Head difference between headwater and tail water when Quantity of seepage in length of dam is given
Go
Created Height of wave action through Zuider Zee formula
Go
Created Height of wave from trough to crest when Height of wave action through Zuider Zee formula is given
Go
Created Height of wave from trough to crest when Velocity between 1 and 7 feet is Given
Go
Created Hydraulic Gradient when Seepage Discharge in an Earth Dam is Given
Go
Created Length of dam to which the flow net applies when Quantity of seepage in length of dam is given
Go
Created Maximum Permeability when Coefficient of Permeability is Given for a Earth Dam
Go
Created Minimum Permeability when Coefficient of Permeability is Given for a Earth Dam
Go
Created Number of equipotential drops of net when Quantity of seepage in length of dam is given
Go
Created Number of flow channels of net water when Quantity of seepage in length of dam is given
Go
Created Quantity of seepage in length of dam under Consideration
Go
Created Seepage Discharge in an Earth Dam
Go
Created Setup above Pool level through Zuider Zee formula
Go
Created Superficial area of flow when Seepage Discharge in an Earth Dam is Given
Go
Created The Molitor-Stevenson equation for the height of waves for fetch less than 20 miles
Go
Created The Molitor-Stevenson equation for the height of waves for fetch more than 20 miles
Go
Created Time Taken when Seepage Discharge in an Earth Dam is Given
Go
Created Velocity when wave heights between 1 and 7 feet
Go
Created Wind velocity when Height of wave action through Zuider Zee formula is given
Go
Created Wind velocity when Setup above Pool level through Zuider Zee formula is Given
Go
Created Wind velocity when the height of waves for fetch less than 20 miles is Given
Go
Created Wind velocity when the height of waves for fetch more than 20 miles is Given
Go
Effect on Discharge Over a Weir Due to Error in the Measurement of Head (4)
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
Elbow Meter (4)
Created Coefficient of Discharge of Elbow Meter when Discharge is Given
Go
Created Cross Sectional Area of Elbow Meter when Discharge is Given
Go
Created Differential Pressure Head of Elbow Meter when Discharge is Given
Go
Created Discharge through pipe in elbowmeter
Go
Elongation of Tapering Bar due to Self Weight (14)
Created Elongation of Tapering Bar due to Self Weight
Go
Created Elongation of Tapering Bar due to Self Weight when Cross-sectional area is Given
Go
Created Elongation of Tapering Rod due to Self Weight
Go
Created Length of Bar when Elongation of Tapering Bar due to Self Weight is Given
Go
Created Length of Bar when Elongation of Tapering Bar with Cross-sectional area is Given
Go
Created Length of Rod when Elongation due to Self Weight in Uniform Bar is Given
Go
Created Load on Rod when Extension of Circular Tapering Rod for a particular section is Given
Go
Created Modulus of Elasticity of Bar when Elongation of Tapering Bar due to Self Weight is Given
Go
Created Modulus of Elasticity of Bar when Elongation due to Self Weight in Uniform Bar is Given
Go
Created Modulus of Elasticity of Bar when Elongation of Tapering Bar with Cross-sectional area is Given
Go
Created Stress when Elongation due to Self Weight in Uniform Bar is Given
Go
Created Stress when Elongation of Tapering Rod due to Self Weight is Given
Go
Created Weight of Bar when Elongation due to Self Weight in Uniform Bar is Given
Go
Created Weight of Bar when Elongation of Tapering Bar due to self weight is Given
Go
Entrance and Exit Submerged (6)
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
Estimating Marine and Coastal Winds (11)
Verified Coefficient of Drag at 10-m Reference Level for known Wind Stress
Go
Verified Friction Velocity for known Wind Speed at Height z above the Surface
Go
Verified Friction Velocity when Wind Stress is known
Go
Verified Height z above the Surface when standard reference wind Speed is known
Go
Verified Rate of Momentum Transfer at the Standard Reference Height for Winds
Go
Verified Wind Speed at Height z above the Surface
Go
Verified Wind Speed at Height z above the Surface when standard reference wind Speed is known
Go
Verified Wind Speed at standard 10-m Reference Level
Go
Verified Wind Speed for known Coefficient of Drag at 10-m Reference Level
Go
Verified Wind Stress in parametric form
Go
Verified Wind Stress when Friction Velocity is known
Go
13 More Estimating Marine and Coastal Winds Calculators
Go
Euler's Equation of Motion (10)
Created Datum Height at Section 1 from Bernoulli Equation
Go
Created Datum Height when Piezometric Head for a Steady Non Viscous Flow is Given
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
Flat Plate Normal to the Jet (6)
Verified Absolute Velocity(V) when Mass of the Fluid Striking the Plate is given
Go
Verified Cross Sectional Area when Mass of the Fluid Striking the Plate is given
Go
Verified Mass of the Fluid Striking the Plate in civil
Go
Verified Specific Gravity when Mass of the Fluid Striking the Plate is given
Go
Verified Specific weight when Mass of the Fluid Striking the Plate is given
Go
Verified Velocity of Jet(u) when Mass of the Fluid Striking the Plate is given
Go
11 More Flat Plate Normal to the Jet Calculators
Go
Flitched Beam (3)
Created Equivalent width of flitched beam
Go
Created Modular Ratio when Equivalent width of flitched beam is Given
Go
Created Thickness of Steel when Equivalent width of flitched beam is Given
Go
Flood Routing (1)
Verified Inflow Rate when Rate of Change of Storage is Given
Go
17 More Flood Routing Calculators
Go
Flow in Open Channels (4)
Created Hydraulic Depth when Section Factor is Given
Go
Created Section Factor in open channel
Go
Created Top Width when Section Factors is Given
Go
Created Wetted Area when Section Factor is Given
Go
Flow Over a Rectangular Sharp-Crested Weir or Notch (2)
Verified Discharge(Q) for the Notch which is to be Caliberated
Go
Verified Head when Discharge(Q) for the Notch which is to be Caliberated is given
Go
46 More Flow Over a Rectangular Sharp-Crested Weir or Notch Calculators
Go
Flow Over Notches and Weirs (8)
Created Allowable Unit Stress when Most economical pipe diameter for a distribution system is Given
Go
Created Average Head when Most economical pipe diameter for a distribution system is Given
Go
Created Cost when Most economical pipe diameter for a distribution system is Given
Go
Created Darcy–Weisbach friction factor when Most economical pipe diameter for a distribution system is Given
Go
Created Discharge when Most economical pipe diameter for a distribution system is Given
Go
Created Initial Investment when Most economical pipe diameter for a distribution system is Given
Go
Created Most economical pipe diameter for a distribution system for water
Go
Created Power when Most economical pipe diameter for a distribution system is Given
Go
Flow velocity in straight sewers (1)
Verified Velocity when water flow equation is given
Go
7 More Flow velocity in straight sewers Calculators
Go
Fluid Pressure and Its Measurement (4)
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
Flushing/Circulation Processes and Vessel Interactions (6)
Verified Average per cycle Exchange Coefficient
Go
Verified Concentration of the Substance after i Tidal Cycles
Go
Verified Froude Number where the Particle Motion in the Vessel generated Waves does not reach to the Bottom
Go
Verified Initial Concentration of some substance in the Harbor Water
Go
Verified Vessel Speed when Froude Number is given
Go
Verified Water Depth when Froude Number is given
Go
12 More Flushing/Circulation Processes and Vessel Interactions Calculators
Go
Forces Acting on Fluid in Motion (9)
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
Form Drag (3)
Verified Form Drag Coefficient when Form Drag of a Vessel is known
Go
Verified Form Drag of a Vessel due to the Flow of Water Past the Vessel's Cross-sectional Area
Go
Verified Vessel Beam when Form Drag of a Vessel is known
Go
4 More Form Drag Calculators
Go
Formulas for Earthmoving (4)
Verified Tire Penetration Factor when Rolling Resistance is Given
Go
Verified Weight on Drivers when Usable Pull is Given
Go
Verified Weight on Wheels when Grade Resistance for Motion on a Slope is Given
Go
Verified Weight on Wheels when Rolling Resistance is Given
Go
11 More Formulas for Earthmoving Calculators
Go
Geometrical Properties of Channel Section (6)
Created Hydraulic Depths
Go
Created Hydraulic Radius or Hydraulic Mean Depth
Go
Created Top Width when Hydraulic Depth is Given
Go
Created Wetted Area when Hydraulic Depth is Given
Go
Created Wetted Area when Hydraulic Mean Depth is Given
Go
Created Wetted Perimeter when Hydraulic Mean Depth is Given
Go
Gradients (12)
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
Gradually Varied Flow (28)
Created Area of Section when Energy Gradient is Given
Go
Created Area of Section when Froude Number is Given
Go
Created Area of Section when Total Energy is Given
Go
Created Bed Slope when Energy Slope of Rectangular channel is Given
Go
Created Bed Slope when Energy Slope of Rectangular channel through Chezy formula is Given
Go
Created Bed Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Created Bottom Slope of channel when Energy Gradient is Given
Go
Created Depth of Flow when Energy Slope of Rectangular channel is Given
Go
Created Depth of Flow when Energy Slope of Rectangular channel through Chezy formula is Given
Go
Created Depth of Flow when Total Energy is Given
Go
Created Discharge when Energy Gradient is Given
Go
Created Discharge when Froude Number is Given
Go
Created Discharge when Total Energy is Given
Go
Created Energy Gradient when bed slope is given
Go
Created Energy Gradient when slope is given
Go
Created Energy Slope of channel when Energy Gradient is Given
Go
Created Energy Slope of Rectangular channel
Go
Created Energy Slope of Rectangular channel through Chezy formula
Go
Created Energy Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Created Froude Number when Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Created Froude Number with top width given
Go
Created Normal Depth when Energy Slope of Rectangular channel is Given
Go
Created Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given
Go
Created Slope of Dynamic Equation of Gradually Varied Flow when Energy Gradient is Given
Go
Created Slope of Dynamic Equation of Gradually Varied Flows
Go
Created Top Width when Energy Gradient is Given
Go
Created Top Width when Froude Number is Given
Go
Created Total Energy
Go
Gravity Dams (9)
Created Density of Water when Water Pressure in the gravity dam is Given
Go
Created Eccentricity when Vertical Normal Stress at downstream face is Given
Go
Created Eccentricity when Vertical Normal Stress at upstream face is Given
Go
Created Height of section when Water Pressure in the gravity dam is Given
Go
Created Total Vertical Force when Vertical Normal Stress at downstream face is Given
Go
Created Total Vertical Force when Vertical Normal Stress at upstream face is Given
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
Hagen–Poiseuille Equation (21)
Created Diameter of Pipe when Head Loss over the Length of Pipe is Given
Go
Created Diameter of Pipe when Head Loss over the Length of Pipe with Discharge is Given
Go
Created Diameter of Pipe when Pressure Drop over the Length of Pipe is Given
Go
Created Diameter of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given
Go
Created Discharge when Pressure Drop over the Length of Pipe is Given
Go
Created Dynamic Viscosity when Head Loss over the Length of Pipe is Given
Go
Created Dynamic Viscosity when Head Loss over the Length of Pipe with Discharge is Given
Go
Created Dynamic Viscosity when Pressure Drop over the Length of Pipe is Given
Go
Created Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is Given
Go
Created Head Loss over the Length of Pipe is Given
Go
Created Head Loss over the Length of Pipe when Discharge is Given
Go
Created Length of Pipe when Head Loss over the Length of Pipe is Given
Go
Created Length of Pipe when Head Loss over the Length of Pipe with Discharge is Given
Go
Created Length of Pipe when Pressure Drop over the Length of Pipe is Given
Go
Created Length of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given
Go
Created Mean Velocity of Flow when Head Loss over the Length of Pipe is Given
Go
Created Mean Velocity of Flow when Pressure Drop over the Length of Pipe is Given
Go
Created Pressure Drop over the Length of Pipe
Go
Created Pressure Drop over the Length of Pipe when Discharge is Given
Go
Created Specific Weight of Liquid when Head Loss over the Length of Pipe is Given
Go
Created Specific Weight of Liquid when Head Loss over the Length of Pipe with Discharge is Given
Go
Harbor Oscillations (7)
Verified Additional Length to account for Mass Outside each end of Channel
Go
Verified Additional Length to account for Mass Outside each End of the Channel
Go
Verified Basin Surface Area when Resonant Period for Helmholtz mode is given
Go
Verified Channel Cross-sectional Area when Resonant Period for Helmholtz mode is given
Go
Verified Channel Length when Resonant Period for Helmholtz Mode is given
Go
Verified Channel Width for known Added Length
Go
Verified Resonant Period for Helmholtz Mode
Go
16 More Harbor Oscillations Calculators
Go
Hoop Stress due to Temperature Fall (6)
Created Diameter of Tyre when Hoop Stress due to temperature fall is given
Go
Created Diameter of Wheel when Hoop Stress due to temperature fall is given
Go
Created Hoop Stress due to temperature fall
Go
Created Hoop Stress due to temperature fall when strain is Given
Go
Created Modulus of Elasticity when Hoop Stress due to temperature fall with strain is Given
Go
Created Strain when Hoop Stress due to temperature fall is Given
Go
Horizontal Curves (33)
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 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 Radius of Curve when Allowable Speed of Vehicle on curve without super-elevation is Given
Go
Created Radius of Curve when Centrifugal Force on vehicle on road without super elevation is Given
Go
Created Radius of Curve when Equilibrium Super-elevation on Road is given
Go
Created Radius of Curve when General Equation of Super-elevation on Road is Given
Go
Created Radius of Curve when Impact Factor on road without super elevation is Given
Go
Created Radius of Curve when Super-elevation when lateral friction is neglected is Given
Go
Created Radius of Curve when Super-elevation when lateral friction is not considered is Given
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 Velocity of Vehicle when Centrifugal Force on vehicle on road without super elevation is Given
Go
Created Velocity of Vehicle when Equilibrium Super-elevation on Road is given
Go
Created Velocity of Vehicle when General Equation of Super-elevation on Road is Given
Go
Created Velocity of vehicle when Impact Factor on road without super elevation is Given
Go
Created Velocity of Vehicle when Super-elevation when lateral friction is neglected is Given
Go
Created Velocity of Vehicle when Super-elevation when lateral friction is not considered is Given
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
2 More Horizontal Curves Calculators
Go
Horizontal Shear Flow (5)
Created Area when Horizontal Shear Flow is given
Go
Created Distance from Centroid when Horizontal Shear Flow is given
Go
Created Horizontal Shear Flow
Go
Created Moment of Inertia when Horizontal Shear Flow is given
Go
Created Shear when Horizontal Shear Flow is Given
Go
Hybrid Bridge Girders (1)
Created Multiplier for allowable stress when flange bending stress does not exceed the allowable stress
Go
Hydraulic Jump in Rectangular Channel (11)
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
Hydroelectric Power Generation (20)
Created Effective head when Power in horsepower when unit weight of water is not Given
Go
Created Effective head when Power in Kilowatt when unit weight of water is not Given
Go
Created Effective head when Power obtained from water flow in horsepower is Given
Go
Created Effective head when Power obtained from water flow in Kilowatt is Given
Go
Created Efficiency of turbine and generator when Power in horsepower when unit weight of water is not Given
Go
Created Efficiency of turbine and generator when Power in Kilowatt when unit weight of water is not Given
Go
Created Efficiency of turbine and generator when Power obtained from water flow in horsepower is Given
Go
Created Efficiency of turbine and generator when Power obtained from water flow in Kilowatt is Given
Go
Created Flow rate when Power in horsepower when unit weight of water is not Given
Go
Created Flow rate when Power in Kilowatt when unit weight of water is not Given
Go
Created Flow rate when Power obtained from water flow in horsepower is Given
Go
Created Flow rate when Power obtained from water flow in Kilowatt is Given
Go
Created Power obtained from water flow in horsepower
Go
Created Power obtained from water flow in horsepower when unit weight of water is not Given
Go
Created Power obtained from water flow in Kilowatt
Go
Created Power obtained from water flow in Kilowatt when unit weight of water is not Given
Go
Created The potential energy of a volume of water in hydroelectric power generation
Go
Created Total weight of the water when The potential energy in hydroelectric power generation is Given
Go
Created Unit weight of water when Power obtained from water flow in horsepower is Given
Go
Created Unit weight of water when Power obtained from water flow in Kilowatt is Given
Go
I-Beam (11)
Created Breadth of Flange when Longitudinal Shear Stress in Web for I beam is Given
Go
Created Breadth of Web when Longitudinal Shear Stress in Web for I beam is Given
Go
Created Longitudinal Shear Stress in Flange for I beam
Go
Created Longitudinal Shear Stress in Web for I beam
Go
Created Maximum Longitudinal Shear Stress in Web for I beam
Go
Created Moment of Inertia when Longitudinal Shear Stress in Flange for I beam is Given
Go
Created Moment of Inertia when Longitudinal Shear Stress in Web for I beam is Given
Go
Created Moment of Inertia when Maximum Longitudinal Shear Stress in Web for I beam is Given
Go
Created Transverse Shear when Longitudinal Shear Stress in Flange for I beam is Given
Go
Created Transverse Shear when Longitudinal Shear Stress in Web for I beam is Given
Go
Created Transverse Shear when Maximum Longitudinal Shear Stress in Web for I beam is Given
Go
Integrated Demand Forecast Framework (7)
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
Integration of the Varied Flow Equation (12)
Created Bed Slope when Normal Depth of wide Rectangular Channel through Chezy Formula is Given
Go
Created Chezy Constant when Energy Slope through Chezy Formula is Given
Go
Created Chezy Constant when Normal Depth of wide Rectangular Channel through Chezy Formula is Given
Go
Created Critical Depth when Normal Depth of wide Rectangular Channel through Chezy Formula is Given
Go
Created Energy Slope through Chezy Formula
Go
Created Energy Slope through Manning's Formula
Go
Created Hydraulic Radius when Energy Slope through Chezy Formula is Given
Go
Created Hydraulic Radius when Energy Slope through Manning's Formula is Given
Go
Created Mean Velocity when Energy Slope through Chezy Formula is Given
Go
Created Mean Velocity when Energy Slope through Manning's Formula is Given
Go
Created Normal Depth of wide Rectangular Channel through Chezy Formula
Go
Created Roughness Coefficient when Energy Slope through Manning's Formula is Given
Go
Isothermal Atmosphere (4)
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 a point in liquid when Elevation from Datum is known
Go
Jet Propulsion of Orifice Tank (8)
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 when Coefficient of Velocity for Jet is Given
Go
Created Specific Weight of Liquid when Force exerted on Tank due to Jet is Given
Go
Jet Propulsion of Ships (22)
Created Absolute Velocity of the Issuing Jet when Propelling Force is Given
Go
Created Absolute Velocity of the Issuing Jet when Relative Velocity is Given
Go
Created Absolute Velocity of the Issuing Jet when Work Done by the Jet on Ship is Given
Go
Created Area of Issuing Jet when Weight of Water is Given
Go
Created Area of Issuing Jet when Work Done by the Jet on Ship is Given
Go
Created Efficiency of Propulsion
Go
Created Efficiency of Propulsion when Head Loss Due to Friction is Given
Go
Created Head Loss Due to Friction Loss
Go
Created Kinetic Energy Available with the Water
Go
Created Propelling Force
Go
Created Specific Weight of Liquid when Weight of Water is Given
Go
Created Specific Weight of Liquid when Work Done by the Jet on Ship is Given
Go
Created Velocity of the Jet relative to the Motion of the ship when Kinetic Energy is Given
Go
Created Velocity of the Jet relative to the Motion of the ship when Weight of Water is Given
Go
Created Velocity of the Moving Ship when Relative Velocity is Given
Go
Created Velocity of the moving ship when Work Done by the Jet on Ship is Given
Go
Created Weight of Water when Head Loss Due to Friction is Given
Go
Created Weight of Water when Kinetic Energy is Given
Go
Created Weight of Water when Propelling Force is Given
Go
Created Weight of Water when Relative Velocity is Given
Go
Created Weight of Water when Work Done by the Jet on Ship is Given
Go
Created Work Done by the Jet on Ship
Go
Jet Striking a Symmetrical Moving Curved Vane at the Centre (30)
Verified Absolute Velocity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Absolute Velocity when Mass of Fluid Striking the Vane per Second is given
Go
Verified Area of Cross Section when Force Exerted by the Jet in the Direction of Flow is given
Go
Verified Area of Cross Section when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Verified Area of Cross Section when Force Exerted by the Jet with relative velocity is given
Go
Verified Area of Cross Section when Mass of Fluid Striking the moving Vane per Second is given
Go
Verified Area of Cross Section when Work Done by the Jet on the Vane per Second is given
Go
Verified Efficiency of the 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 0 is given
Go
Verified Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 90
Go
Verified Force Exerted by the Jet in the Direction of Flow of Jet
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 Specific Gravity of fluid when Mass of Fluid Striking the Vane per Second is given
Go
Verified Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Verified Specific Gravity when Force Exerted by the Jet with relative velocity is given
Go
Verified Specific Gravity when Work Done by the Jet on the Vane per Second is given
Go
Verified Specific Weight when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Specific Weight when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Verified Specific Weight when Force Exerted by the Jet with relative velocity is given
Go
Verified Specific Weight when Mass of Fluid Striking the Vanes per Second is given
Go
Verified Specific Weight when Work Done by the Jet on the Vane per Second is given
Go
Verified Velocity of Jet(u) Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Velocity of Jet(u) when Mass of Fluid Striking the Vane per Second is given
Go
Verified Work Done by the Jet on the Vane per Second
Go
Verified Work Done per Second when Efficiency of the Wheel is given
Go
Jet Striking an Unsymmetrical Moving Curved Vane Tangentially at One of the Tips (5)
Verified Area of Cross Section when Mass of Fluid Striking the Vane per Second is given
Go
Verified Mass of Fluid Striking the Vanes per Second
Go
Verified Specific Gravity when Mass of Fluid Striking the Vanes per Second is given
Go
Verified Specific Weight of fluid when Mass of Fluid Striking the Vane per Second is given
Go
Verified Velocity at Inlet when Mass of Fluid Striking the Vane per Second is given
Go
Lag distance (3)
Created Lag Distance or Reaction Distance
Go
Created Lag Distance or Reaction Distance when Stopping Sight Distance is Given
Go
Created Lag Distance or Reaction Distance when Velocity is Given in Kmph
Go
Laminar Flow Around A Sphere–Stokes’ Law (25)
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 when Coefficient of Drag is Given
Go
Created Diameter of Sphere when Resistance Force on Spherical Surface is Given
Go
Created Diameter of Sphere when Terminal Fall Velocity 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
Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow (12)
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
Laminar Flow Between Parallel Plates–Both Plates At Rest (39)
Created Discharge when Mean Velocity of Flow is Given
Go
Created Discharge when viscosity is given
Go
Created Distance between Plates when Discharge is Given
Go
Created Distance Between Plates when Maximum Shear Stress 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 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 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 Mean Velocity of Flow when Maximum Velocity is Given
Go
Created Mean Velocity of Flow when Pressure Difference is Given
Go
Created Mean Velocity of Flow when Pressure Gradient is Given
Go
Created Mean Velocity of Flow when Pressure Head Drop is Given
Go
Created Mean Velocity of Flows
Go
Created Pressure Difference
Go
Created Pressure Gradient when Discharge is Given
Go
Created Pressure Gradient when Maximum Shear Stress is Given
Go
Created Pressure Gradient when Maximum Velocity between Plates is Given
Go
Created Pressure Gradient when Mean Velocity of Flows is Given
Go
Created Pressure Gradient when Shear Stress Distribution Profile is Given
Go
Created Pressure Gradient when Velocity Distribution Profile is Given
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
Laminar Flow of Fluid in an Open Channel (25)
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 when Discharge per unit Channel Width is Given
Go
Created Slope of Channel when Mean Velocity of flow is Given
Go
Created Slope of Channel when Shear Stress is Given
Go
Created Specific Weight of Liquid when Bed Shear Stress is Given
Go
Created Specific Weight of Liquid when Discharge per unit channel width is Given
Go
Created Specific Weight of Liquid when Mean Velocity of flow is Given
Go
Created Specific Weight of Liquid when Potential Head Drop is Given
Go
Created Specific Weight of Liquid when Slope of Channel is Given
Go
Laminar Flow Through Inclined Pipes (15)
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 when Flow Velocity of Stream is Given
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
Laminar Flow Through Porous Media (3)
Created Coefficient of Permeability when Velocity is Given
Go
Created Hydraulic Gradient when Velocity is Given
Go
Created Velocity Through Darcy's Law
Go
Leaf Spring (30)
Created Bending Stress of Leaf Spring
Go
Created Deflection in Leaf Spring when Load is Given
Go
Created Deflection in Leaf Spring when Moment is Given
Go
Created Deflection when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Created Deflection when Proof Load on Leaf Spring is Given
Go
Created Length when Bending Stress of Leaf Spring is Given
Go
Created Length when Deflection in Leaf Spring and Moment are 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 when Bending Stress of Leaf Spring is Given
Go
Created Load when Deflection in Leaf Spring is Given
Go
Created Maximum Bending Stress at the Proof Load of a Leaf Spring
Go
Created Modulus of Elasticity when Deflection in Leaf Spring and Moment are Given
Go
Created Modulus of Elasticity when Deflection in Leaf Spring is Given
Go
Created Modulus of Elasticity when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Created Modulus of Elasticity when Proof Load on Leaf Spring is Given
Go
Created Moment of Inertia when Deflection in Leaf Spring is Given
Go
Created Moment 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
Liquid Containers Subjected To Constant Horizontal Acceleration (15)
Created Angle of Inclination of Free Surface
Go
Created Atmospheric Pressure when Pressure at any point in Liquid is Given
Go
Created Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given
Go
Created Constant Horizontal Acceleration when Slope of Surface of Constant Pressure is Given
Go
Created Gauge Pressure at any point in liquid with height
Go
Created Pressure at Any Points in Liquid
Go
Created Slope of Surface of Constant Pressure
Go
Created Specific Weight of liquid when Gauge Pressure at point in liquid is Given
Go
Created Specific Weight of liquid when Total Force exerted at any Section of the Container is Given
Go
Created Specific Weight of Liquids when Pressure at any point in liquid is Given
Go
Created Total Force exerted at any Section of the Container
Go
Created Vertical Depth Below Free Surface when Pressure at any point in liquids is Given
Go
Created Vertical Depth Below Free Surface when Total Force exerted at any Section of the Container is Given
Go
Created Vertical Depth Below Surface when Gauge Pressure at any point in Liquid is Given
Go
Created Width of Tank perpendicular to motion when Total Force exerted at any Section of the Tank is Given
Go
Liquid Containers Subjected To Constant Vertical Acceleration (12)
Created Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given
Go
Created Constant Acceleration when Net Force Acting in Vertical Upward Direction of Tank is Given
Go
Created Constant Vertical Upward Acceleration when Gauge Pressure at any point in liquid is Given
Go
Created Constant Vertical Upward Acceleration when Pressure at any Point in Liquid is Given
Go
Created Gauge Pressure at Any Point in Liquid Flow
Go
Created Mass of Liquid when Net Force Acting in Vertical Upward Direction of Tank is Given
Go
Created Net Force Acting in Vertical Upward Direction of Tank
Go
Created Pressure at any point in liquids
Go
Created Specific Weight of Liquid when Pressure at point in liquid is Given
Go
Created Specific Weights of liquid when Gauge Pressure at any point in liquid is Given
Go
Created Vertical Depth Below Free Surface when Gauge Pressures at any point in liquid is Given
Go
Created Vertical Depth Below Free Surface when Pressure at point in liquid is Given
Go
Load and Resistance Factor Design for Bridge Columns (9)
Created Buckling Stress when Maximum Strength is Given
Go
Created Buckling Stress when Q Factor is Greater Than 1
Go
Created Buckling Stress when Q Factor is Less Than or Equal to 1
Go
Created Column Gross Effective Area when Maximum Strength is Given
Go
Created Maximum Strength for Compression Members
Go
Created Q Factor
Go
Created Steel Yield Strength when Buckling Stress for Q Factor Greater Than 1 is Given
Go
Created Steel Yield Strength when Buckling Stress for Q Factor Less Than or Equal to 1 is Given
Go
Created Steel Yield Strength when Q Factor is Given
Go
Load Distribution to Bents and Shear Walls (11)
Verified Concentrated Load when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified Concentrated Load when Deflection at the Top is given
Go
Verified Modulus of Elasticity of the Wall Material when Deflection is given
Go
Verified Modulus of Elasticity when Deflection at the Top Due to Concentrated Load is given
Go
Verified Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified The Deflection at the Top Due to Concentrated Load
Go
Verified The Deflection at the Top Due to Fixed Against Rotation
Go
Verified The Deflection at the Top Due to Uniform Load
Go
Verified Wall Thickness when Deflection at the Top Due to Concentrated Load is given
Go
Verified Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified Wall Thickness when Deflection is given
Go
Load Factor Design for Bridge Beams (32)
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 when Maximum Unbraced Length is Given
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 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 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 when Maximum Unbraced Length is Given
Go
Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given
Go
Created Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given
Go
Created Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given
Go
Created Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
Created Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
Created 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
Longitudinal Shear Stress for Rectangular Section (8)
Created Average Longitudinal Shear Stress for Rectangular Section
Go
Created Breadth when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
Created Breadth when Maximum Longitudinal Shear Stress for Rectangular Section is Given
Go
Created Depth when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
Created Depth when Maximum Longitudinal Shear Stress for Rectangular Section is Given
Go
Created Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created Transverse Shear when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
Created Transverse Shear when Maximum Longitudinal Shear Stress for Rectangular Section is Given
Go
Longitudinal Shear Stress for Solid Circular Section (6)
Created Average Longitudinal Shear Stress for Solid Circular Section
Go
Created Maximum Longitudinal Shear Stress for 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 when Average Longitudinal Shear Stress for Solid Circular Section is Given
Go
Created Transverse Shear when Maximum Longitudinal Shear Stress for Solid Circular Section is Given
Go
Longitudinal Stiffeners (2)
Created Moment of Inertia
Go
Created Web Thickness when Moment of Inertia is Given
Go
Loss of Prestress (17)
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 Coefficient of Friction when Px is known
Go
Verified Component of Strain at the Level of First Tendon due to Bending
Go
Verified Component of Strain at the 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 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 a Distance x From the Stretching End when Resultant Reaction is Known
Go
Verified Prestressing Force at Distance X
Go
Verified Prestressing Force in Tendon B using Eccentricities
Go
Verified Subtended Angle when Resultant Reaction is Given
Go
Verified The Resultant of the Vertical Reaction from the Concrete on the Tendon
Go
Verified Variation of Eccentricity of Tendon B
Go
Verified Variation of Eccentricity on Tendon A
Go
Verified Wobble Coefficient k when Px is known
Go
45 More Loss of Prestress Calculators
Go
Lubrication Mechanics - Slipper Bearing (3)
Created Dynamic Viscosity when Pressure Gradient is Given
Go
Created Pressure Gradient
Go
Created Rate of Flow when Pressure Gradient is Given
Go
Maximum Intensity-Duration-Frequency Relationship (1)
Verified Duration when Maximum Intensity is Given
Go
6 More Maximum Intensity-Duration-Frequency Relationship Calculators
Go
Maximum Shear Stress on the Biaxial Loading (3)
Created Maximum Shear Stress on the Biaxial Loading
Go
Created Stress along X- Direction when Maximum Shear Stress on the Biaxial Loading is Given
Go
Created Stress along Y- Direction when Maximum Shear Stress on the Biaxial Loading is Given
Go
Maximum Stress of a Triangular Section (8)
Created Base when Maximum Stress of a triangular section is Given.
Go
Created Base when Stress at Neutral axis of a triangular section is Given
Go
Created Height when Maximum Stress of a triangular section is Given.
Go
Created Height when Stress at Neutral axis of a triangular section is Given.
Go
Created Maximum Stress of a triangular section
Go
Created Stress at Neutral axis of a triangular section.
Go
Created Transverse Shear when Maximum Stress of a triangular section is Given
Go
Created Transverse Shear when Stress at Neutral axis of a triangular section is Given.
Go
Measurement of Infiltration (1)
Verified Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
13 More Measurement of Infiltration Calculators
Go
Measurement of Pressure (3)
Verified Pressure at Point m in a Pizometer
Go
Verified Pressure head (hm) at point m in a pizometer
Go
Verified Specific Weight of the liquid in a peizometer
Go
Metacentric Height for Floating Bodies Containing liquid (3)
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
Metering Flumes (10)
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 when Discharge through a Critical Depth Flume is Given
Go
Created Discharge Coefficient when Discharge through a Critical Depth Flume is Given
Go
Created Discharge flow through Channel
Go
Created Discharge flow through Rectangular Channel
Go
Created Discharge through a 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 when Discharge through a Critical Depth Flume is Given
Go
Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities (6)
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
Momentum in Open-Channel Flow-Specific Force (6)
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
Momentum Theory of Propellers (27)
Created Density of Liquid when Output Power is Given
Go
Created Density of Liquid when Thrust on the Propeller is Given
Go
Created Density of Liquid with absolute velocity when Power Lost is Given
Go
Created Density of Liquid with relative velocity when Power Lost is Given
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 Given
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 Jet Velocity when Output Power is Given
Go
Created Jet Velocity when Power Lost is Given
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 Output Power when Input Power is Given
Go
Created Output Power when Rate of Flow through Propeller 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
Most Economic Structural Steel (3)
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 Structural Steel Calculators
Go
Negative Surges (7)
Created Absolute Velocity of Surges
Go
Created Absolute Velocity of Surges when Depth of flow is Given
Go
Created Celerity of the Wave when Absolute Velocity of Surges is Given
Go
Created Celerity of the Wave when is depth is known
Go
Created Depth of flow when Absolute Velocity of Surges is Given
Go
Created Velocity of Flow when Absolute Velocity of Surges is Given
Go
Created Velocity of Flow when Depth of flow is Given
Go
Number of Connectors in Bridges (18)
Created 28-day Compressive Strength of Concrete when Force in Slab is Given
Go
Created Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given
Go
Created Effective Concrete Area when Force in Slab is Given
Go
Created Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given
Go
Created Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given
Go
Created Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given
Go
Created Force in Slab when Effective Concrete Area is Given
Go
Created Force in Slab when Number of Connectors in Bridges is Given
Go
Created Force in Slab when Total Area of Steel Section is Given
Go
Created Minimum Number of Connectors for Bridges
Go
Created Number of Connectors in Bridges
Go
Created Reduction Factor when Minimum Number of Connectors in Bridges is Given
Go
Created Reduction Factor when Number of Connectors in Bridges is Given
Go
Created Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given
Go
Created Steel Yield Strength when Total Area of Steel Section is Given
Go
Created Total Area of Steel Section when Force in Slab is Given
Go
Created Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given
Go
Created Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given
Go
Number of Connectors Required (3)
Verified Actual area of effective concrete flange when total horizontal shear is given
Go
Verified Specified compressive strength of concrete when total horizontal shear is given
Go
Verified The total horizontal shear
Go
8 More Number of Connectors Required Calculators
Go
Orifice Meter (11)
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
Parabola (3)
Created Tension at Midspan when Parabolic Equation for the Cable Slope is Given
Go
Created UDL when Parabolic Equation for the Cable Slope is Given
Go
Created UDL when Tension at Midspan for UDL on Parabolic Cable is Given
Go
Parabolic Cable Tension and Length (12)
Created Allowable Stress for Compression Elements for Highway Bridges
Go
Created Length of Cable for UDL on Parabolic Cable is Given
Go
Created Maximum Sag when Length of Cable for UDL on Parabolic Cable is Given
Go
Created Maximum Sag when Tension at Midspan for UDL on Parabolic Cable is Given
Go
Created Parabolic Equation for the Cable Slope
Go
Created Span of Cable when Length of Cable for UDL on Parabolic Cable is Given
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 when Tension at Supports for UDL on Parabolic Cable is Given
Go
Created Tension at Supports for UDL on Parabolic Cable is Given
Go
Created UDL when Tension at Supports for UDL on Parabolic Cable is Given
Go
Parabolic Curves (6)
Verified Elevation of lowest point on a sag curve
Go
Verified Elevation of PVC when elevation of lowest point on a sag curve is given
Go
Verified Elevation of PVC(point of vertical curvature)
Go
Verified Elevation of PVI(point of vertical intersection) when elevation of PVC is given
Go
Verified Length of curve when rate of change of grade is given in parabolic curves
Go
Verified Rate of change of grade in parabolic curves
Go
4 More Parabolic Curves Calculators
Go
Parabolic Section (13)
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 Depth of Flow when Top Width for parabola is Given
Go
Created Depth of Flow when Wetted Area 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 when Hydraulic Radius is Given
Go
Created Top Width when Wetted Area is Given
Go
Created Top Widths when Section Factor is Given
Go
Created Wetted Area
Go
Created Wetted Area when Top Width is Given
Go
Created Wetted Perimeter for parabola
Go
Pipe Stresses Perpendicular To The Longitudinal Axis (3)
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
Pitot Tube (5)
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
Polytropic Atmosphere (6)
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 (Po) According to Polytropic Process
Go
Verified Positive Constant(n)
Go
Verified Temperature Lapse Rate (dT/dZ)
Go
Practical Channel Sections (8)
Created Depth of Flow when Wetted Area of Triangular Channel Section is Given
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
Principal Stress (14)
Created Angle when Shear Stress when Member Subjected to Axial Load is Given
Go
Created Bending Moment when Bending stress with Moment is Given
Go
Created Bending Moment when Equivalent Force is Given
Go
Created Bending stress when Moment is Given
Go
Created Diameter when Bending stress with Moment is Given
Go
Created Diameter when Equivalent Force is Given
Go
Created Diameter when Equivalent Shear Force is Given
Go
Created Equivalent Force
Go
Created Equivalent Shear Force
Go
Created Polar Moment of Inertia when Shear Stress is Given
Go
Created Radius when Shear Stress is Given
Go
Created Shear Stress when Torsion is Given
Go
Created Torsion when Equivalent Shear Force is Given
Go
Created Torsion when Shear Stress is Given
Go
Properties of Fluid (33)
Verified Absolute Pressure using Equation of State
Go
Verified Absolute Pressure using Equation of State when Specific Weight is known
Go
Verified Absolute Temperature of Gas
Go
Verified Bulk Modulus of Elasticity
Go
Verified Capillary Rise or Depression of a Fluid
Go
Verified Capillary Rise or Depression when a Tube is inserted in two Liquids
Go
Verified Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in a Liquid
Go
Verified Capillary Rise when contact is between Water and Glass
Go
Verified Compressibility of a Fluid
Go
Verified Compressibility of Fluid when Bulk Modulus of Elasticity is Known
Go
Verified Dynamic Viscosity when Kinematic Viscosity is Known
Go
Verified Dynamic Viscosity when Shear Stress is known
Go
Verified Gas Constant using Equation of State
Go
Verified Mass Density when Specific Weight is Known
Go
Verified Mass Density when Viscosity is Known
Go
Verified Pressure Intensity inside a Droplet
Go
Verified Pressure Intensity inside a liquid Jet
Go
Verified Pressure Intensity inside a Soap Bubble
Go
Verified Shear Stress between any two thin sheets of Fluid
Go
Verified Specific Gravity of Fluid
Go
Verified Specific Volume of Fluid
Go
Verified Specific Weight of Fluid
Go
Verified Specific Weight of Fluid when Specific Gravity is known
Go
Verified Specific Weight using Equation of State when Absolute Pressure is Known
Go
Verified Specific Weight when Mass Density is Known
Go
Verified Surface Tension when Capillary Rise or Depression is Known
Go
Verified Surface Tension when Pressure Intensity inside a Droplet is Known
Go
Verified Surface Tension when Pressure Intensity inside a Liquid Jet is Known
Go
Verified Surface Tension when Pressure Intensity inside a Soap Bubble is Known
Go
Verified Velocity Gradient
Go
Verified Velocity Gradient when Shear Stress is Known
Go
Verified Velocity of Fluid when Shear Stress is known
Go
Verified Volume of Fluid when Specific Weight is known
Go
Proportional Weir or Sutro Weir (9)
Verified Acceleration Due to Gravity when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Verified Coefficient of Discharge when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Verified Constant(k) for Rectangular Shaped Aperture weir
Go
Verified Constant(k) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Verified Discharge Through the Small Rectangular Shaped Aperture weir
Go
Verified Head(H) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Verified Height of Aperture(a) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Verified Height(a) of Aperture when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Verified Width(L) of Aperture when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Quarter Elliptical Spring (20)
Created Deflection in Quarter Elliptical Spring
Go
Created Deflection when Proof Load in Quarter Elliptical Spring is Given
Go
Created Length when Deflection in Quarter Elliptical Spring is Given
Go
Created Length when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created Length when Proof Load in Quarter Elliptical Spring is Given
Go
Created Load when Deflection in Quarter Elliptical Spring is Given
Go
Created Load when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Modulus of Elasticity when Deflection in Quarter Elliptical Spring is Given
Go
Created Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given
Go
Created Number of Plates when Deflection in Quarter Elliptical Spring is Given
Go
Created Number of Plates when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created Number of Plates when Proof Load in Quarter Elliptical Spring is Given
Go
Created Proof Load in Quarter Elliptical Spring
Go
Created Thickness when Deflection in Quarter Elliptical Spring is Given
Go
Created Thickness when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created Thickness when Proof Load in Quarter Elliptical Spring is Given
Go
Created Width when Deflection in Quarter Elliptical Spring is Given
Go
Created Width when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created Width when Proof Load in Quarter Elliptical Spring is Given
Go
Radius of Curve (2)
Verified Radius of curve when length of long chord is given
Go
Verified Radius of curve when midordinate is given
Go
6 More Radius of Curve Calculators
Go
Rainwater Accumulation and Drainage on Bridges (7)
Created Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Created Deck Width for handling the Rainwater Runoff to the Drain Scuppers
Go
Created Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Created Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Created Runoff Rate of Rainwater from a bridge during a Rainstorm
Go
Created Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
Created Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
Reaction Time (5)
Created Break Reaction Time when Total Reaction Time in Stopping Sight Distance is Given
Go
Created Reaction Time in lag distance when Velocity is Given in Kmph
Go
Created Reaction Time when Lag Distance or Reaction Distance is Given
Go
Created Total Reaction Time in Stopping Sight Distance
Go
Created Total reaction time when stopping sight distance is given
Go
Rectangular Section (13)
Created Depth of Flow when Hydraulic Radius in rectangle is Given
Go
Created Depth of Flow when Section Factor for rectangle channel is Given
Go
Created Depth of Flow when Wetted Area for rectangle is Given
Go
Created Depth of Flow when Wetted Perimeter for rectangle is Given
Go
Created Hydraulic Depth of flow
Go
Created Hydraulic Radius of open channel
Go
Created Section Factor for rectangle
Go
Created Wetted Area for rectangle
Go
Created Wetted Perimeter for rectangular section
Go
Created Width of Section when Hydraulic Radius of rectangle is Given
Go
Created Width of Section when Perimeter is Given
Go
Created Width of Section when Section Factor is Given
Go
Created Width of Section when Wetted Areas is Given
Go
Rectangular Section (4)
Created Depth of flow in Most Efficient channel for rectangular channel
Go
Created Depth of flow when Hydraulic Radius in most Efficient rectangular channel is Given
Go
Created Hydraulic Radius in most Efficient open channel
Go
Created Width of Channel when Depth of flow in Most Efficient channels is Given
Go
Redwood Viscometer (5)
Created Diameter of Sphere when Dynamic Viscosity is Given
Go
Created Dynamic Viscosity when velocity is given
Go
Created Mean Velocity of Sphere when Dynamic Viscosity is Given
Go
Created Specific Weight of Liquids when Dynamic Viscosity is Given
Go
Created Specific Weight of Sphere when Dynamic Viscosity is Given
Go
Risk, Reliability and Safety Factor (5)
Verified Actual Value of the Parameter M adopted in the Design of the Project when Safety Factor is Given
Go
Verified Equation for Safety Factor
Go
Verified Equation for Safety Margin
Go
Verified Risk when Reliability is Given
Go
Verified Value of the Parameter M obtained from Hydrological Considerations when Safety Factor is Given
Go
6 More Risk, Reliability and Safety Factor Calculators
Go
SayBolt Universal Viscometer (1)
Created Kinematic Viscosity when time is known
Go
Scraper Production (4)
Verified Density of Material when Quantity of Scrap Produced is Given
Go
Verified Number of Scrapers a Pusher can Load
Go
Verified Quantity when Production Required is Given
Go
Verified Trips Per Hour when Production of Scrap by Machines is Given
Go
21 More Scraper Production Calculators
Go
Section Modulus (7)
Created Breadth when Rectangular Section Modulus is Given
Go
Created Circular Section Modulus
Go
Created Depth when Rectangular Section Modulus is Given
Go
Created Diameter when Circular Section Modulus is Given
Go
Created Hollow Circular Section Modulus
Go
Created Hollow Rectangular Section Modulus
Go
Created Rectangular Section Modulus
Go
Seismic Loads (8)
Verified building height for steel eccentrically braced frames when fundamental period is known
Go
Verified building height for other buildings when fundamental period is known
Go
Verified building height for reinforced concrete frames when fundamental period is known
Go
Verified building height for steel frame when fundamental period is already known
Go
Verified fundamental period for steel frames
Go
Verified seismic coefficient for short period structures
Go
Verified seismic response coefficient when fundamental period is known
Go
Verified total lateral force acting in the direction of each of the principal axes
Go
13 More Seismic Loads Calculators
Go
Shear Range (12)
Created Allowable Horizontal Shear for Individual Connector for 100,000 cycles
Go
Created Allowable Horizontal Shear for Individual Connector for 2 million cycles
Go
Created Allowable Horizontal Shear for Individual Connector for 500,000 cycles
Go
Created Allowable Horizontal Shear for Individual Connector for over 2 million cycles
Go
Created Allowable Horizontal Shear for welded studs for 100,000 cycles
Go
Created Allowable Horizontal Shear for welded studs for 2 million cycles
Go
Created Allowable Horizontal Shear for welded studs for 500,000 cycles
Go
Created Allowable Horizontal Shear for welded studs for over 2 million cycles
Go
Created Horizontal Shear Range at the juncture of Slab and Beam
Go
Created Moment of Inertia of Transformed Section when Horizontal Shear Range is Given
Go
Created Shear Range due to Live and Impact Load when Horizontal Shear Range is Given
Go
Created Static Moment of Transformed Section when Horizontal Shear Range is Given
Go
Shear Strength Design for Bridges (2)
Created Shear Capacity for Flexural Members
Go
Created Shear Capacity for Girders with Transverse Stiffeners
Go
Shear Stress (4)
Created Area when Longitudinal Shear Stress is given
Go
Created Breadth when Longitudinal Shear Stress is given
Go
Created Distance from Centroid when Longitudinal Shear Stress is given
Go
Created Moment of Inertia when Longitudinal Shear Stress is given
Go
Sight Distances (17)
Created Acceleration of vehicle when Total Time of Travel in Overtaking Sight distance is Given
Go
Created Intermediate Sight Distance
Go
Created Minimum Overtaking Distance
Go
Created Overtaking Sight Distance when Minimum Overtaking Distance is Given
Go
Created Overtaking sight distance when velocity of vehicle is in kmph
Go
Created Overtaking sight distance when velocity of vehicle is in m/s
Go
Created Perception Time when Total Reaction Time in Stopping Sight Distance is Given
Go
Created Retardation of the Vehicle
Go
Created Spacing between vehicles when Total Time of Travel in Overtaking Sight distance is Given
Go
Created Total Time of Travel in Overtaking Sight distance
Go
Created Velocity of overtaking vehicle when forward moving vehicle velocity is given in Kmph
Go
Created Velocity of overtaking vehicle when forward moving vehicle velocity is given in m/s
Go
Created Velocity of Vehicle in kmph when Breaking Distance is Given
Go
Created Velocity of vehicle in Kmph when Lag distance is Given
Go
Created Velocity of Vehicle in m/s when Braking Distance is given
Go
Created Velocity of Vehicle when Breaking Distance is Given
Go
Created Velocity of Vehicle when Lag Distance or Reaction Distance is Given
Go
Slope and Deflection (2)
Verified Maximum and Center Deflection of Cantilever Beam carrying UDL
Go
Verified Maximum and Center Deflection of Cantilever Beam carrying Uniformly Varying Load
Go
5 More Slope and Deflection Calculators
Go
Snow Loads (3)
Verified ground snow load when roof type is known
Go
Verified importance factor when roof type is known
Go
Verified roof type when roof snow load is known
Go
6 More Snow Loads Calculators
Go
Soil Compaction Tests (1)
Verified Maximum Dry Density when Percent Compaction of Soil in Sand Cone Method is Given
Go
24 More Soil Compaction Tests Calculators
Go
Specific Energy and Critical Depth (23)
Created Area of Section Considering the Condition of Maximum Discharge
Go
Created Area of Section through Section Considering the Condition of Minimum Specific Energy
Go
Created Area of Section when Discharge is Given
Go
Created Datum Height when Total Energy per unit weight of water in the flow section is Given
Go
Created Depth of flow when Discharge is Given
Go
Created Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Created Depth of flow when Total Energy per unit weight of water in the flow section is Given
Go
Created Diameter of Section through Section Considering the Condition of Minimum Specific Energy
Go
Created Diameter of Section when Froude Number is Given
Go
Created Discharge through area
Go
Created Discharge through Section Considering the Condition of Maximum Discharge
Go
Created Discharge through Section Considering the Condition of Minimum Specific Energy
Go
Created Froude Number when velocity if known
Go
Created Mean Velocity of Flow through Section Considering the Condition of Minimum Specific Energy
Go
Created Mean Velocity of Flow when Froude Number is Given
Go
Created Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Created Mean Velocity of flow when Total Energy per unit weight of water in the flow section is Given
Go
Created Top Width of Section Considering the Condition of Maximum Discharge
Go
Created Top Width of Section through Section Considering the Condition of Minimum Specific Energy
Go
Created Total Energy per unit weight of water in the flow section
Go
Created Total Energy per unit weight of water in the flow section considering Bed Slope as Datum
Go
Created Total Energy per unit weight of water in the flow section when Discharge is Given
Go
Created Volume of Liquid Considering the Condition of Maximum Discharge
Go
Spillway and Siphon Spillway (4)
Verified coefficient of the Spillway when Discharge(Q) over an Ogee Spillway is given
Go
Verified Discharge(Q) over an Ogee Spillway
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Verified Head above the Crest when Discharge(Q) over an Ogee Spillway is given
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Verified Length of the Spillway when Discharge(Q) over an Ogee Spillway is given
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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 when Stiffness of spring is Given
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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 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 Stopping sight distance when velocity in m/s is given
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Stability of Submerged and Floating Bodies (2)
Verified Restoring Couple when Foating Body in Stable Equilibrium
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Verified Weight of the Body When Restoring Couple is given
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2 More Stability of Submerged and Floating Bodies Calculators
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Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law (36)
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 Dynamic Viscosity when Discharge through Pipe is Given
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Created Dynamic Viscosity when Maximum Velocity at axis of Cylindrical Element is Given
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Created Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given
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Created Dynamic Viscosity when Velocity at any point in 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 Pressure Gradient when Discharge through Pipe is Given
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Created Pressure Gradient when Maximum Shear Stress at Cylindrical Element is Given
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Created Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given
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Created Pressure Gradient when Shear Stress at any Cylindrical Element is Given
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Created Pressure Gradient when Velocity at any point in Cylindrical Element is Given
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Created Pressure Gradient when Velocity Gradient at Cylindrical Element is Given
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Created Pressure Gradients when Mean Velocity of Flow 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 when Discharge through Pipe is Given
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Created Radius of Pipe when Maximum Shear Stress at Cylindrical Element is Given
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Created Radius of Pipe when Maximum Velocity at axis of Cylindrical Element is Given
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Created Radius of Pipe when Mean Velocity of Flow is Given
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Created Radius of Pipe when Velocity at any point in Cylindrical Element is Given
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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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Stiffeners on Bridge Girders (4)
Created Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given
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Created Gross Cross-Sectional Area of Intermediate Stiffeners
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Created Minimum Moment of Inertia of a Transverse Stiffener
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Created