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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/
1504
Formulas Created
398
Formulas Verified
231
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 1504 and verified 398 calculators across 231 different categories till date.
Deflection
(4)
Created
Deflection given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created
Deflection given Proof Load on Leaf Spring
Go
Created
Deflection in Leaf Spring given Load
Go
Created
Deflection in leaf spring given moment
Go
Dynamic Viscosity
(6)
Created
Dynamic Viscosity for Pressure Reduction over Length of Piston
Go
Created
Dynamic Viscosity for Shear Force Resisting Motion of Piston
Go
Created
Dynamic Viscosity for Vertical Upward Force on Piston with Piston Velocity
Go
Created
Dynamic Viscosity given Rate of Flow
Go
Created
Dynamic Viscosity given Shear Stress resisting Motion of Piston
Go
Created
Dynamic Viscosity given Velocity of Flow in Oil Tank
Go
Lag distance
(4)
Created
Lag Distance or Reaction Distance for Velocity
Go
Created
Lag Distance or Reaction Distance given Stopping Sight Distance
Go
Created
Reaction Time given Lag Distance or Reaction Distance
Go
Created
Velocity of Vehicle given Lag Distance or Reaction Distance
Go
Mean Velocity of Flow
(5)
Created
Mean Velocity of Flow given Maximum Velocity
Go
Created
Mean Velocity of Flow given Pressure Difference
Go
Created
Mean Velocity of Flow given Pressure Gradient
Go
Created
Mean Velocity of Flow given Pressure Head Drop
Go
Created
Mean Velocity of Flows
Go
Modulus of Elasticity
(4)
Created
Modulus of Elasticity given Deflection in Leaf Spring and Moment
Go
Created
Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created
Modulus of Elasticity given Proof Load on Leaf Spring
Go
Created
Modulus of Elasticity in Leaf Spring given deflection
Go
Normal Stress in Bi-Axial Loading
(2)
Created
Stress along X- Direction with known Shear Stress in Bi-Axial Loading
Go
Created
Stress along Y- Direction using Shear Stress in Bi-Axial Loading
Go
2 More Normal Stress in Bi-Axial Loading Calculators
Go
Normal Stress of members Subjected to Axial Load
(5)
Created
Angle of oblique plane when member is subjected to axial loading
Go
Created
Normal Stress when Member Subjected to Axial Load
Go
Created
Shear Stress when Member Subjected to Axial Load
Go
Created
Stress along X-direction when Member Subjected to Axial Load
Go
Created
Stress along Y-direction given shear stress in member subjected to axial load
Go
Pressure Gradient
(6)
Created
Pressure Gradient given Discharge
Go
Created
Pressure Gradient given Maximum Shear Stress
Go
Created
Pressure Gradient given Maximum Velocity between Plates
Go
Created
Pressure Gradient given Mean Velocity of Flows
Go
Created
Pressure Gradient given Shear Stress Distribution Profile
Go
Created
Pressure Gradient using Velocity Distribution Profile
Go
Velocity of Piston
(6)
Created
Velocity of Piston for Shear Force Resisting Motion of Piston
Go
Created
Velocity of Piston for Vertical Upward Force on Piston
Go
Created
Velocity of Piston given Rate of Flow
Go
Created
Velocity of Piston given Shear Stress resisting Motion of Piston
Go
Created
Velocity of Piston given Velocity of Flow in Oil Tank
Go
Created
Velocity of Pistons for Pressure Drop over Length of Piston
Go
Additional Bridge Column Formulae
(2)
Created
Allowable Unit Load for Bridges using Structural Carbon Steel
Go
Created
Ultimate Unit Load for Bridges using Structural Carbon Steel
Go
Adiabatic Atmosphere
(2)
Verified
Adiabatic Exponent or Adiabatic Index
Go
Verified
Mass Density of Liquid for Adiabatic Process
Go
Allowable Stress Design for Bridge Beams
(3)
Created
Allowable Unit Stress in Bending
Go
Created
Moment Gradient Factor given Smaller and Larger Beam End Moment
Go
Created
Steel Yield Strength given Allowable Unit Stress in Bending
Go
Allowable Stress Design for Bridge Columns
(2)
Created
Allowable Stress when Slenderness Ratio is Less than Cc
Go
Created
Allowable Stresses in concentrically loaded columns based on AASHTO bridge design specifications
Go
Allowable Stress Design for Shear in Bridges
(3)
Created
Allowable Shear stress in Bridges
Go
Created
Shear Buckling Coefficient given Allowable Shear stress for Flexural Members in Bridges
Go
Created
Steel Yield Strength using Allowable Shear stress for Flexural Members in Bridges
Go
Angular Momentum Principles
(6)
Created
Change in Rate of Flow given Torque Exerted on Fluid
Go
Created
Radial distance r1 given Torque Exerted on Fluid
Go
Created
Radial distance r2 given Torque Exerted on Fluid
Go
Created
Torque Exerted on Fluid
Go
Created
Velocity at Radial distance r1 given Torque Exerted on Fluid
Go
Created
Velocity at Radial distance r2 given Torque Exerted on Fluid
Go
Arch Dams
(9)
Created
Angle between Crown and Abutments given Thrust at Abutments of Arch Dam
Go
Created
Extrados Stresses on Arch Dam
Go
Created
Intrados Stresses on Arch Dam
Go
Created
Radius to centerline given Thrust at Abutments of Arch Dam
Go
Created
Rotation Due to Moment on Arch Dam
Go
Created
Rotation Due to Shear on Arch Dam
Go
Created
Rotation Due to Twist on Arch Dam
Go
Created
Shear Force given Deflection Due to Shear on Arch Dam
Go
Created
Shear Force given Rotation Due to Shear on Arch Dam
Go
Bar of Uniform Strength
(3)
Created
Area at Section 1 of Bars of uniform Strength
Go
Created
Area at Section 2 of Bars of uniform Strength
Go
Created
Weight Density of Bar using Area at Section 1 of Bars of uniform Strength
Go
Bearing on Milled Surfaces
(6)
Created
Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm
Go
Created
Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm
Go
Created
Diameter of Roller or Rocker for milled surface
Go
Created
Diameter of Roller or Rocker for milled surface for d less than 635 mm
Go
Created
Steel Yield Strength for milled surface
Go
Created
Steel Yield Strength for milled surface of allowable Bearing Stress
Go
Bending Stresses
(10)
Created
Dead Load Moment given Stress in Steel for Shored Members
Go
Created
Dead Load Moment given Stress in Steel for Unshored Members
Go
Created
Live Load Moment given Stress in Steel for Shored Members
Go
Created
Live Load Moment given Stress in Steel for Unshored Members
Go
Created
Multiplier for allowable stress when flange bending stress is lesser than allowable stress
Go
Created
Section Modulus of Steel Beam given Stress in Steel for Unshored Members
Go
Created
Section modulus of transformed Composite Section given Stress in Steel for shored Members
Go
Created
Section modulus of transformed Composite Section given Stress in Steel for Unshored Members
Go
Created
Stress in Steel for Shored Members
Go
Created
Stress in Steel for Unshored Members
Go
Braking Distance
(7)
Created
Braking distance on inclined surface
Go
Created
Braking distance on inclined surface with efficiency n
Go
Created
Braking Distance on level ground with efficiency
Go
Created
Breaking Distance
Go
Created
Breaking Distance given Stopping Sight Distance
Go
Created
Velocity of Vehicle given Breaking Distance
Go
Created
Velocity of Vehicle in meter per second for Braking Distance
Go
Breaker Index
(3)
Verified
Breaker Depth Index given Wave Period
Go
Verified
Wave Height at Incipient Breaking using Breaker Depth Index
Go
Verified
Wave Period given Breaker Depth Index
Go
13 More Breaker Index Calculators
Go
Bridge Fasteners
(2)
Created
Allowable Bearing Stress for high strength bolts
Go
Created
Tensile Strength of connected part given Allowable Bearing Stress for bolts
Go
Broad Crested Weir
(21)
Verified
Actual discharge over broad crested weir
Go
Verified
Additional head given head for broad crested weir
Go
Verified
Coefficient of discharge given actual discharge over broad crested weir
Go
Verified
Coefficient of discharge given discharge of weir if critical depth is constant
Go
Verified
Coefficient of discharge if velocity is considered for discharge over crested weir
Go
Verified
Critical Depth due to reduction in area of flow section given total head
Go
Verified
Discharge of broad crested weir if critical depth is constant
Go
Verified
Discharge over broad crested weir
Go
Verified
Discharge over broad crested weir if coefficient of discharge is considered
Go
Verified
Head for broad crested weir
Go
Verified
Head if velocity is considered for discharge over broad crested weir
Go
Verified
Head on upstream given head for broad crested weir
Go
Verified
Length of crest given actual discharge over broad crested weir
Go
Verified
Length of crest given discharge over weir
Go
Verified
Length of crest if critical depth is constant for discharge of weir
Go
Verified
Length of crest if velocity is considered for discharge over broad crested weir
Go
Verified
Total Head above weir crest
Go
Verified
Total Head for actual discharge over broad crested weir
Go
Verified
Total head for constant critical depth
Go
Verified
Total Head given discharge over weir crest
Go
Verified
Velocity of Flow given head
Go
Buoyancy Force and Center of Buoyancy
(9)
Verified
Buoyancy force given volume of vertical prism
Go
Verified
Buoyant force on vertical prism
Go
Verified
Buoyant Force when Body Floats at between two immiscible fluids of specificweights
Go
Verified
Cross Sectional Area of Prism given Buoyancy Force
Go
Verified
Cross Sectional Area of Prism given Volume of Vertical Prism dV
Go
Verified
Pressure Head Difference given Buoyancy Force
Go
Verified
Pressure Head Difference given Volume of Vertical Prism dV
Go
Verified
Specific Weight pf Fluid given Buoyancy Force
Go
Verified
Volume of Vertical Prism
Go
3 More Buoyancy Force and Center of Buoyancy Calculators
Go
Buttress Dams using law of the trapezoid:
(12)
Created
Distance from Centroid for Maximum Intensity in horizontal plane on Buttress Dam
Go
Created
Distance from Centroid for Minimum Intensity in horizontal plane on Buttress Dam
Go
Created
Maximum Intensity of Vertical Force in horizontal plane on Buttress Dam
Go
Created
Minimum Intensity in horizontal plane on Buttress Dam
Go
Created
Moment for Maximum Intensity in horizontal plane on Buttress Dam
Go
Created
Moment for Minimum Intensity in horizontal plane on Buttress Dam
Go
Created
Moment of Buttress dam in horizontal plane using stress
Go
Created
Moment of Inertia for Minimum Intensity in horizontal plane on Buttress Dam
Go
Created
Sectional Area of Base for Maximum Intensity in horizontal plane on Buttress Dam
Go
Created
Sectional area of base for Minimum Intensity in horizontal plane on Buttress Dam
Go
Created
Total Vertical Load for Maximum Intensity in horizontal plane on Buttress Dam
Go
Created
Total Vertical Load for Minimum Intensity in horizontal plane on Buttress Dam
Go
Cable Systems
(4)
Created
Cable Tension using Natural Frequency of each Cable
Go
Created
Fundamental Vibration Mode given Natural Frequency of each Cable
Go
Created
Natural frequency of each Cable
Go
Created
Span of Cable given Natural Frequency of each Cable
Go
Cantilever Beam
(2)
Verified
Maximum Deflection of Cantilever Beam carrying UDL
Go
Verified
Maximum Deflection of Cantilever Beam carrying Uniformly Varying Load with max intensity at support
Go
12 More Cantilever Beam Calculators
Go
Capillary Tube Viscometer
(18)
Created
Cross Sectional Area of Tube using Dynamic Viscosity
Go
Created
Diameter of Pipe given Dynamic Viscosity with length
Go
Created
Diameter of Pipe given Kinematic Viscosity
Go
Created
Diameter of Pipe using Dynamic Viscosity with time
Go
Created
Discharge given Dynamic Viscosity
Go
Created
Dynamic Viscosity given Discharge of pipe over length
Go
Created
Dynamic Viscosity of fluids in flow
Go
Created
Head given Dynamic Viscosity
Go
Created
Head given Kinematic Viscosity
Go
Created
Kinematic Viscosity of flow
Go
Created
Length of Pipe given Dynamic Viscosity
Go
Created
Length of Pipe given Kinematic Viscosity
Go
Created
Length of Reservoir using Dynamic Viscosity
Go
Created
Reservoir Area using Dynamic Viscosity
Go
Created
Specific Weight of Liquid given Dynamic Viscosities
Go
Created
Specific Weight of Liquid using Dynamic Viscosity
Go
Created
Time of Rise of Level from h1 to h2 using Dynamic Viscosity
Go
Created
Time Required given Kinematic Viscosity
Go
Catenary
(4)
Created
Catenary Length given Tension at any Point of Simple Cable with UDL
Go
Created
Horizontal component given tension at any point of simple cable with UDL
Go
Created
Tension at any point given catenary length of simple cable
Go
Created
UDL given Tension at any Point of Simple Cable with UDL
Go
Catenary Cable Sag and Distance between Supports
(6)
Created
Catenary Parameter for UDL on Catenary Parabolic Cable
Go
Created
Maximum Sag given Catenary Parameter for UDL on Catenary Parabolic Cable
Go
Created
Span of Cable given Catenary Parameter for UDL on Catenary Parabolic Cable
Go
Created
Tension at Supports given Catenary Parameter for UDL on Catenary Parabolic Cable
Go
Created
Total sag given catenary parameter for UDL on catenary parabolic cable
Go
Created
UDL given Catenary Parameter for UDL on Catenary Parabolic Cable
Go
Circular Section
(14)
Created
Angle of Sector given Top Width
Go
Created
Angle of Sector given Wetted Perimeter
Go
Created
Diameter of Section given Hydraulic Depth
Go
Created
Diameter of Section given Hydraulic Radius for channel
Go
Created
Diameter of Section given Section Factor
Go
Created
Diameter of Section given Top Width
Go
Created
Diameter of Section given Wetted Area
Go
Created
Diameter of Section given Wetted Perimeter
Go
Created
Hydraulic Depth of circle
Go
Created
Hydraulic Radius given angle
Go
Created
Section Factor for circle
Go
Created
Top Width for circle
Go
Created
Wetted Area for circle
Go
Created
Wetted Perimeter for circle
Go
Circular section
(19)
Created
Chezy Constant given Discharge through Channels
Go
Created
Depth of flow in most efficient channel for maximum discharge
Go
Created
Depth of flow in most efficient channel for maximum velocity
Go
Created
Depth of flow in most Efficient Channel in circular channel
Go
Created
Diameter of Section given Depth of flow in most efficient channel for maximum velocity
Go
Created
Diameter of Section given Depth of flow in most Efficient Channel section
Go
Created
Diameter of Section given flow depth in most efficient channel
Go
Created
Diameter of Section given Hydraulic Radius in most efficient channel for maximum velocity
Go
Created
Diameter of Section when Hydraulic Radius is at 0.9D
Go
Created
Discharge through Channels
Go
Created
Hydraulic Radius in most efficient channel for maximum velocity
Go
Created
Radius of Section given Depth of flow in Efficient Channel
Go
Created
Radius of Section given Depth of flow in most efficient channel for maximum velocity
Go
Created
Radius of Section given Depth of flows in most efficient channel
Go
Created
Radius of Section given Hydraulic Radius
Go
Created
Radius of Section given Hydraulic Radius in most efficient channel for maximum velocity
Go
Created
Side Slope of Channel Bed given Discharge through Channels
Go
Created
Wetted Area given Discharge through Channels
Go
Created
Wetted Perimeter given Discharge through Channels
Go
Circular Tapering Rod
(10)
Created
Diameter at one end of Circular Tapering rod
Go
Created
Diameter at Other End of Circular Tapering rod
Go
Created
Diameter of Circular tapered rod with uniform cross section
Go
Created
Elongation of Circular Tapering Rod
Go
Created
Elongation of Prismatic Rod
Go
Created
Length of Circular tapered rod with uniform cross section
Go
Created
Length of Circular Tapering rod
Go
Created
Load at End with known extension of Circular Tapering Rod
Go
Created
Modulus of Elasticity of Circular Tapering Rod with uniform cross section section
Go
Created
Modulus of Elasticity using elongation of Circular Tapering rod
Go
Circulation and Vorticity
(3)
Created
Area of Curve using Vorticity
Go
Created
Circulation using Vorticity
Go
Created
Vorticity of fluid flows
Go
Close-Coiled Helical Spring
(8)
Created
Deflection for close-coiled helical spring
Go
Created
Diameter of spring wire or coil given Deflection for close-coiled helical spring
Go
Created
Load applied on spring axially given Deflection for close-coiled helical spring
Go
Created
Load given Total Maximum Shear Stress for close coiled helical spring having axial pull
Go
Created
Mean radius of spring given Deflection for close-coiled helical spring
Go
Created
Modulus of rigidity given Deflection for close-coiled helical spring
Go
Created
Number of spring coils given Deflection for close-coiled helical spring
Go
Created
Total Maximum Shear Stress for close coiled helical spring having axial pull
Go
Coaxial Cylinder Viscometers
(22)
Created
Clearance given Radius of Cylinder
Go
Created
Clearance given Torque exerted on Outer Cylinder
Go
Created
Dynamic Viscosity given Torque exerted on Outer Cylinder
Go
Created
Dynamic Viscosity given Total Torque
Go
Created
Dynamic Viscosity of Fluid Flow given torque
Go
Created
Height of Cylinder given Dynamic Viscosity of Fluid
Go
Created
Height of Cylinder given Torque exerted on Inner Cylinder
Go
Created
Radius of Inner Cylinder given Torque exerted on Inner Cylinder
Go
Created
Radius of Inner Cylinder given Torque exerted on Outer Cylinder
Go
Created
Radius of Inner Cylinder given Velocity Gradient
Go
Created
Radius of Outer Cylinder given Velocity Gradient
Go
Created
Shear Stress on Cylinder given Torque exerted on Inner Cylinder
Go
Created
Speed of Outer Cylinder given Dynamic Viscosity of Fluid
Go
Created
Speed of Outer Cylinder given Torque exerted on Outer Cylinder
Go
Created
Speed of Outer Cylinder given Total Torque
Go
Created
Speed of Outer Cylinder given Velocity Gradient
Go
Created
Torque exerted on Inner Cylinder
Go
Created
Torque exerted on Inner Cylinder given Dynamic Viscosity of Fluid
Go
Created
Torque exerted on Outer Cylinder
Go
Created
Total Torque
Go
Created
Velocity Gradients
Go
Created
Viscometer Constant given Total Torque
Go
Coefficient of friction
(2)
Created
Coefficient of friction given stopping sight distance
Go
Created
Coefficient of Longitudinal Friction given Breaking Distance
Go
Coefficient of permiability of earth dam
(5)
Created
Coefficient of Permeability given Maximum and Minimum Permeability for Earth Dam
Go
Created
Coefficient of Permeability given Quantity of seepage in length of dam
Go
Created
Coefficient of Permeability Given Seepage Discharge in Earth Dam
Go
Created
Maximum Permeability given Coefficient of Permeability for Earth Dam
Go
Created
Minimum Permeability given Coefficient of Permeability for Earth Dam
Go
Columns
(3)
Created
Height given Wind Pressure
Go
Created
Pressure walls and pillars subjected to wind pressure
Go
Created
Unit Weight of Material given Wind Pressure
Go
Combined Axial and Bending Loads
(12)
Created
Distance from extreme fiber given Moment of Resistance and Moment of Inertia along with stress
Go
Created
Distance from extreme fiber given Young's Modulus along with Radius and stress induced
Go
Created
Moment of Inertia given Moment of Resistance, stress induced and Distance from extreme fiber
Go
Created
Moment of Inertia given Young's Modulus, Moment of Resistance and Radius
Go
Created
Moment of Resistance given Young's Modulus, Moment of Inertia and Radius
Go
Created
Moment of resistance in bending equation
Go
Created
Radius of curvature using Distance from extreme fiber, Young's Modulus and stress induced
Go
Created
Radius with known Young's Modulus, Moment of Resistance and Moment of Inertia
Go
Created
Stress Induced using Moment of Resistance, Moment of Inertia and Distance from extreme fiber
Go
Created
Stress Induced with known Distance from Extreme Fiber, Young's Modulus and Radius of curvature
Go
Created
Young's Modulus given Distance from extreme fiber along with Radius and stress induced
Go
Created
Young's Modulus using Moment of Resistance, Moment of Inertia and Radius
Go
9 More Combined Axial and Bending Loads Calculators
Go
Combined Bending and Torsion Condition
(7)
Created
Angle given Combined Bending and Torsion Condition
Go
Created
Angle of twist in Combined Bending and Torsion Condition
Go
Created
Angle of twist in Combined bending and torsional stress
Go
Created
Bending moment given Combined Bending and Torsion Condition
Go
Created
Bending Stress given Combined Bending and Torsional Stress
Go
Created
Torsional moment when member is subjected to both bending and torsion
Go
Created
Torsional stress given combined bending and torsional stress
Go
Complementary Induced Stress
(6)
Created
Angle of Oblique Plane using Normal Stress when Complementary Shear Stresses are Induced
Go
Created
Angle of Oblique Plane using Shear Stress when Complementary Shear Stresses are Induced
Go
Created
Normal stress when complementary shear stresses are induced
Go
Created
Shear stress along oblique place when complementary shear stresses are induced
Go
Created
Shear stress due to effect of complementary shear stresses and shear stress in oblique plane
Go
Created
Shear stress due to induced complementary shear stresses and normal stress
Go
Computation of Uniform Flow
(19)
Created
Area of Channel Section by Manning's Formula
Go
Created
Area of Channel Section given Conveyance of Channel Section
Go
Created
Area of Channel Section given Discharge
Go
Created
Bed Slope given Discharge
Go
Created
Bed Slope of Channel Section given Discharge
Go
Created
Chezy Constant given Conveyance of Channel Section
Go
Created
Chezy Constant given Discharge
Go
Created
Conveyance given Discharge
Go
Created
Conveyance of Channel Section
Go
Created
Discharge given Conveyance
Go
Created
Discharge through channel
Go
Created
Hydraulic Radius of Channel Section given Conveyance of Channel Section
Go
Created
Hydraulic Radius of Channel Section given Discharge
Go
Created
Manning's Formula for Bed Slope given Discharge
Go
Created
Manning's Formula for Conveyance given Discharge
Go
Created
Manning's Formula for Conveyance of Section
Go
Created
Manning's Formula for Discharge given Conveyance
Go
Created
Manning's Formula for Hydraulic Radius of Channel Section given Conveyance of Section
Go
Created
Manning's Formula for Roughness Coefficient given Conveyance of Section
Go
Constant thickness on arch dam
(6)
Created
Constant K1 given Rotation Due to Moment on Arch Dam
Go
Created
Constant K2 given Deflection Due to Thrust on Arch Dam
Go
Created
Constant K3 given Deflection Due to Shear on Arch Dam
Go
Created
Constant K4 given Rotation Due to Twist on Arch Dam
Go
Created
Constant K5 given Deflection Due to Moments on Arch Dam
Go
Created
Constant K5 given Rotation Due to Shear on Arch Dam
Go
Continuity Equation
(9)
Created
Cross Sectional Area at Section 1 for Steady Flow
Go
Created
Cross Sectional Area at Section 2 given Flow at Section 1 for Steady Flow
Go
Created
Cross Sectional Area at Section given Discharge for Steady Incompressible Fluid
Go
Created
Discharge through Section for Steady Incompressible Fluid
Go
Created
Mass Density at Section 1 for Steady Flow
Go
Created
Mass Density at Section 2 given Flow at Section 1 for Steady Flow
Go
Created
Velocity at Section 1 for Steady Flow
Go
Created
Velocity at Section 2 given Flow at Section 1 for Steady Flow
Go
Created
Velocity at Section for Discharge through Section for Steady Incompressible Fluid
Go
Critical Flow And Its Computation
(16)
Created
Critical Depth for Parabolic Channel
Go
Created
Critical Depth for Rectangular Channel
Go
Created
Critical Depth for Triangular Channel
Go
Created
Critical Depth given Critical Energy for Rectangular Channel
Go
Created
Critical Depth given Critical Energy for Triangular Channel
Go
Created
Critical Depth of Flow given Critical Energy for Parabolic Channel
Go
Created
Critical Energy for Parabolic Channel
Go
Created
Critical Energy for Rectangular Channel
Go
Created
Critical Energy for Triangular Channel
Go
Created
Critical Section Factor
Go
Created
Discharge given Critical Depth for Parabolic Channel
Go
Created
Discharge given Critical Depth for Triangular Channel
Go
Created
Discharge given Critical Section Factor
Go
Created
Discharge per unit Width given Critical Depth for Rectangular Channel
Go
Created
Side Slope of Channel given Critical Depth for Parabolic Channel
Go
Created
Side Slope of Channel given Critical Depth for Triangular Channel
Go
Culverts on Subcritical Slopes
(11)
Created
Bed Slope using Mannings equation
Go
Created
Entrance Loss Coefficient given Head on Entrance using Mannings formula
Go
Created
Entrance Loss Coefficient using formula for Head on Entrance measured from Bottom of Culvert
Go
Created
Head on Entrance measured from Bottom of Culvert
Go
Created
Head on Entrance measured from Bottom of Culvert using Mannings formula
Go
Created
Manning's Formula for Hydraulic Radius given Velocity of Flow in Culverts
Go
Created
Manning's Formula for Roughness Coefficient given Velocity of Flow in Culverts
Go
Created
Normal Depth of Flow given Head on Entrance measured from Bottom of Culvert
Go
Created
Normal Depth of Flow given Head on Entrance measured from Bottom using Mannings formula
Go
Created
Velocity of Flow given Head on Entrance measured from Bottom of Culvert
Go
Created
Velocity of Flow through Mannings Formulas in Culverts
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal.
(5)
Created
Liquid Column Height given Pressure Intensity at radial distance from axis
Go
Created
Pressure Intensity at Radial Distance r from Axis
Go
Created
Pressure intensity when radial distance is zero
Go
Created
Specific Weight of Liquid given Total Pressure Force on each end of Cylinder
Go
Created
Total Pressure Force on Each End of Cylinder
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical
(9)
Created
Atmospheric Pressure given Pressure at any Point with Origin at Free Surface
Go
Created
Centripetal acceleration exerted on liquid mass at radial distance from axis
Go
Created
Constant Angular Velocity given Centripetal acceleration at radial distance r from axis
Go
Created
Constant Angular Velocity given Equation of Free Surface of Liquid
Go
Created
Equation of Free Surface of liquid
Go
Created
Pressure at any point with origin at free surface
Go
Created
Radial Distance for Pressure at any point with origin at free surface
Go
Created
Radial Distance given Centripetal Acceleration from Axis
Go
Created
Vertical Depth given Pressure at any point with Origin at Free Surface
Go
Dams on Soft or Porous Foundations by Darcy’s law
(22)
Created
Area given Discharge under Dams on Soft or Porous Foundations
Go
Created
Discharge given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Discharge under Dams on Soft or Porous Foundations
Go
Created
Equipotential Lines given discharge for Dams on Soft Foundations
Go
Created
Equipotential Lines given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Length of Conduit after using Area of Pipe in Discharge
Go
Created
Length of Conduit given Discharge under Dams on Soft or Porous Foundations
Go
Created
Length of Conduit given Neutral stress per unit area for Dams on Soft Foundations
Go
Created
Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations
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 given discharge for Dams on Soft Foundations
Go
Created
Number of Beds Given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Saturation for Total Pressure per unit Area for Dams on Soft Foundations
Go
Created
Specific gravity of water for Total Pressure per unit Area for Dams on Soft Foundations
Go
Created
Specific gravity of water given Neutral stress per unit area for Dams on Soft Foundations
Go
Created
Total Pressure per unit Area for Dams on Soft Foundations
Go
Created
Velocity given Length of Conduit after using Area of Pipe in Discharge
Go
Created
Void Ratio given Total Pressure per unit Area for Dams on Soft Foundations
Go
Darcy – Weisbach Equation
(21)
Created
Area of Pipe given Total Required Power
Go
Created
Density of Fluid given Friction Factor
Go
Created
Density of Liquid given Shear Stress and Darcy Friction Factor
Go
Created
Density of Liquid using Mean Velocity given Shear Stress with Friction Factor
Go
Created
Diameter of Pipe given Friction Factor
Go
Created
Diameter of Pipe given Head Loss due to Frictional Resistance
Go
Created
Discharge given Total Required Power
Go
Created
Dynamic Viscosity given Friction Factor
Go
Created
Head Loss due to Frictional Resistance
Go
Created
Length of Pipe given Head Loss due to Frictional Resistance
Go
Created
Length of Pipe given Total Required Power
Go
Created
Length of Pipe given Total Required Power with Discharge
Go
Created
Pressure Gradient given Total Required Power
Go
Created
Pressure Gradient given Total Required Power with Discharge
Go
Created
Reynolds Number given Friction Factor
Go
Created
Shear Stress given Friction Factor
Go
Created
Shear Stress given Friction Factor and Density
Go
Created
Shear Velocity
Go
Created
Specific Weight of Liquid given Shear Stress with Friction Factor
Go
Created
Total Required Power
Go
Created
Total Required Power given Discharge
Go
Dash - Pot Mechanism
(23)
Created
Diameter of Piston given Pressure reduction over Length of Piston
Go
Created
Diameter of Piston given Rate of Flow
Go
Created
Diameter of Piston given Shear Force Resisting Motion of Piston
Go
Created
Diameter of Piston given Shear Stress resisting Motion of Piston
Go
Created
Diameter of Piston given Vertical Upward Force on Piston
Go
Created
Length of Piston for Pressure Drop over Piston
Go
Created
Length of piston for shear force resisting motion of piston
Go
Created
Length of Piston for Vertical Upward Force on Piston
Go
Created
Length of Piston given Shear Force Resisting Motion of Piston
Go
Created
Pressure Drop over Length of Piston given Vertical Upward Force on Piston
Go
Created
Pressure Drop over Piston
Go
Created
Pressure Gradient given Rate of Flow
Go
Created
Pressure Gradient given Velocity of Flow in Oil Tank
Go
Created
Rate of Flow given velocity of piston
Go
Created
Shear Force given Total Force
Go
Created
Shear Force resisting motion of piston
Go
Created
Shear Stress given Shear Force Resisting Motion of Piston
Go
Created
Shear Stress resisting motion of piston
Go
Created
Total Forces
Go
Created
Velocity of Flow in Oil Tank
Go
Created
Vertical Force given Total Force
Go
Created
Vertical Upward Force on Piston
Go
Created
Vertical Upward Force on Piston given Piston Velocity
Go
Deflection
(2)
Verified
Deflection due to Self Weight given Short Term Deflection at Transfer
Go
Verified
Short Term Deflection at Transfer
Go
Deflection Due to Prestressing Force
(4)
Verified
Deflection due to prestressing force before losses when Short Term Deflection at Transfer
Go
Verified
Length of Span given Deflection Due to Prestressing for doubly Harped Tendon
Go
Verified
Moment of Inertia for deflection due to prestressing in doubly harped tendon
Go
Verified
Young's Modulus given Deflection Due to Prestressing for doubly Harped Tendon
Go
15 More Deflection Due to Prestressing Force Calculators
Go
Deflection on arch dams
(3)
Created
Deflection Due to Moments on Arch Dam
Go
Created
Deflection Due to Shear on Arch Dam
Go
Created
Deflection Due to Thrust on Arch Dam
Go
Density Currents in Harbors
(20)
Verified
Average depth of harbor for water volume exchanged during entire tide period
Go
Verified
Average Harbor Depth given Portion caused by filling
Go
Verified
Average River Density over one Tide Period given Relative Density
Go
Verified
Cross Sectional Area of Entrance given Water Volume exchanged during entire Tide Period
Go
Verified
Density Influence given Ratio of Water Volume entering Harbor per Tide
Go
Verified
Difference between High and Low tide level given portion caused by filling
Go
Verified
Maximum River Density given Relative Density
Go
Verified
Minimum River Density given Relative Density
Go
Verified
Portion caused by Filling evaluated by comparing Tidal Prism of Harbor to Total Harbor Volume
Go
Verified
Portion caused by Filling given average Harbor Depth
Go
Verified
Portion caused by Filling given Ratio of Water Volume entering Harbor per Tide
Go
Verified
Ratio of Water Volume entering Harbor per Tide to Harbor Volume
Go
Verified
Relative Density given River Density
Go
Verified
Relative Density given Velocity in Dry Bed Curve
Go
Verified
Tidal prism of harbor basin
Go
Verified
Tidal Prism of Harbor Basin given difference between High and Low Tide Levels
Go
Verified
Total Harbor Volume based upon Depth
Go
Verified
Total Harbor Volume based upon depth given difference between high and low tide levels
Go
Verified
Total Water Volume exchanged during entire Tide Period
Go
Verified
Velocity in Dry Bed Curve
Go
3 More Density Currents in Harbors Calculators
Go
Description of the Flow Pattern
(3)
Created
Component of Velocity in X-Direction using Slope of Streamline
Go
Created
Component of Velocity in Y-Direction given Slope of Streamline
Go
Created
Slope of Streamline
Go
Design of Rapid Mix Basin and Flocculation Basin
(8)
Verified
Dynamic Viscosity given Power Requirement for Rapid Mixing Operations
Go
Verified
Flow Rate of Secondary Effluent given Volume of Flocculation Basin
Go
Verified
Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations
Go
Verified
Power Requirement for Rapid Mixing Operations in Wastewater Treatment
Go
Verified
Time in Minutes Per Day given Volume of Flocculation Basin
Go
Verified
Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations
Go
Verified
Volume of Rapid Mix Basin
Go
Verified
Wastewater Flow given Volume of Rapid Mix Basin
Go
11 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Determination of Metacentric Height
(3)
Verified
Angle Made by Pendulum
Go
Verified
Distance Moved by Pendulum on Horizontal scale
Go
Verified
Length of Plumb Line
Go
Discharge
(1)
Verified
Discharge for notch which is to be Calibrated
Go
7 More Discharge Calculators
Go
Disposing of storm water
(1)
Verified
Perimeter when Inlet Capacity for Flow Depth is up to 4.8 inches
Go
9 More Disposing of storm water Calculators
Go
Dynamic Viscosity
(4)
Created
Dynamic Viscosity for Discharge through Pipe
Go
Created
Dynamic Viscosity given Maximum Velocity at Axis of Cylindrical Element
Go
Created
Dynamic Viscosity given Pressure Gradient at Cylindrical Element
Go
Created
Dynamic Viscosity given Velocity at any point in Cylindrical Element
Go
Dynamic Viscosity
(6)
Created
Dynamic Viscosity given Maximum Velocity between Plates
Go
Created
Dynamic Viscosity given Mean Velocity of Flow with Pressure Gradient
Go
Created
Dynamic Viscosity given Pressure Difference
Go
Created
Dynamic Viscosity given Pressure Head Drop
Go
Created
Dynamic Viscosity given Rate of Flow with Pressure Gradient
Go
Created
Dynamic Viscosity using Velocity Distribution Profile
Go
Earth Dam
(3)
Created
Hydraulic Gradient Given Seepage Discharge in Earth Dam
Go
Created
Superficial area of flow Given Seepage Discharge in Earth Dam
Go
Created
Time Taken given Seepage Discharge in Earth Dam
Go
Earthmoving
(4)
Verified
Tire Penetration Factor given Rolling Resistance
Go
Verified
Weight on Drivers given Usable Pull
Go
Verified
Weight on Wheels given Rolling Resistance
Go
Verified
Weight on Wheels using Grade Resistance for Motion on Slope
Go
11 More Earthmoving Calculators
Go
Effect on Discharge Over a Weir Due to Error in the Measurement of Head
(4)
Verified
Error in Computed Discharge given Error in Head for Rectangular Weir
Go
Verified
Error in Computed Discharge given Error in Head for Triangular Weir
Go
Verified
Error in Head for Rectangular Weir
Go
Verified
Error in Head for Triangular Weir
Go
Elastic Modulus of Rock
(6)
Created
Elastic Modulus of Rock given Deflection Due to Moments on Arch Dam
Go
Created
Elastic Modulus of Rock given Deflection Due to Shear on Arch Dam
Go
Created
Elastic Modulus of Rock given Deflection Due to Thrust on Arch Dam
Go
Created
Elastic Modulus of Rock given Rotation Due to Moment on Arch Dam
Go
Created
Elastic Modulus of Rock given Rotation Due to Shear on Arch Dam
Go
Created
Elastic Modulus of Rock given Rotation Due to Twist on Arch Dam
Go
Elbow Meter
(4)
Created
Coefficient of Discharge of Elbow Meter given Discharge
Go
Created
Cross Sectional Area of Elbow Meter given Discharge
Go
Created
Differential Pressure Head of Elbow Meter
Go
Created
Discharge through pipe in elbowmeter
Go
Elongation due to Self weight
(11)
Created
Cross Sectional Area with known Elongation of Tapering Bar due to self weight
Go
Created
Elongation due to Self Weight in Prismatic Bar
Go
Created
Elongation due to Self Weight in Prismatic bar using applied load
Go
Created
Elongation of Truncated Conical Rod due to Self Weight
Go
Created
Length of Bar using Elongation due to Self Weight in Prismatic bar
Go
Created
Length of Bar using its uniform Strength
Go
Created
Length of rod of truncated conical section
Go
Created
Modulus of Elasticity of Bar with known elongation of Truncated Conical Rod due to Self Weight
Go
Created
Modulus of Elasticity of Rod using Extension of Truncated Conical Rod due to Self Weight
Go
Created
Specific weight of Truncated Conical Rod using its elongation due to Self Weight
Go
Created
Uniform stress on bar due to self weight
Go
Elongation of Tapering Bar due to Self Weight
(13)
Created
Elongation of Conical bar due to Self Weight
Go
Created
Elongation of Conical Bar due to Self Weight with known Cross-sectional area
Go
Created
Length of Bar given Elongation of Conical Bar due to Self Weight
Go
Created
Length of Bar using Elongation of Conical Bar with Cross-sectional area
Go
Created
Length of Circular Tapering Rod when deflection due to load
Go
Created
Length of Prismatic Rod given Elongation due to Self Weight in Uniform Bar
Go
Created
Load on Conical Bar with known Elongation due to Self Weight
Go
Created
Load on Prismatic Bar with known Elongation due to Self Weight
Go
Created
Modulus of Elasticity of Bar given Elongation of Conical Bar due to Self Weight
Go
Created
Modulus of Elasticity of Conical Bar with known Elongation and Cross-sectional area
Go
Created
Modulus of Elasticity of Prismatic Bar with known Elongation due to Self Weight
Go
Created
Self Weight of Conical section with known Elongation
Go
Created
Self Weight of Prismatic Bar with known Elongation
Go
Energy Slope
(4)
Created
Chezy Formula for Energy Slope of Rectangular Channel
Go
Created
Energy Slope given Slope of Dynamic Equation of Gradually Varied Flow
Go
Created
Energy Slope of channel given Energy Gradient
Go
Created
Energy Slope of Rectangular channel
Go
Entrance and Exit Submerged
(5)
Created
Entrance Loss Coefficient given Velocity of Flow Fields
Go
Created
Head Loss in Flow
Go
Created
Hydraulic Radius of Culvert given Velocity of Flow Fields
Go
Created
Length of Culvert given Velocity of Flow Fields
Go
Created
Velocity of Flow Fields
Go
Estimating Marine and Coastal Winds
(11)
Verified
Coefficient of Drag at 10-m Reference Level given Wind Stress
Go
Verified
Friction velocity given wind speed at height above surface
Go
Verified
Friction Velocity given Wind Stress
Go
Verified
Height z above Surface given standard reference wind Speed
Go
Verified
Rate of Momentum Transfer at Standard Reference Height for Winds
Go
Verified
Wind Speed at Height z above Surface
Go
Verified
Wind Speed at Height z above Surface given standard reference wind Speed
Go
Verified
Wind Speed at standard 10-m Reference Level
Go
Verified
Wind Speed given Coefficient of Drag at 10-m Reference Level
Go
Verified
Wind Stress given Friction Velocity
Go
Verified
Wind Stress in parametric form
Go
13 More Estimating Marine and Coastal Winds Calculators
Go
Euler's Equation of Motion
(10)
Created
Datum Height at Section 1 from Bernoulli Equation
Go
Created
Datum Height using Piezometric Head for Steady Non-Viscous Flow
Go
Created
Piezometric Head for Steady Non Viscous Flow
Go
Created
Pressure at Section 1 from Bernoulli Equation
Go
Created
Pressure given Piezometric Head for Steady Non Viscous Flow
Go
Created
Pressure Head for Steady Non Viscous Flow
Go
Created
Pressure using Pressure Head for Steady Non Viscous Flow
Go
Created
Velocity at Section 1 from Bernoulli Equation
Go
Created
Velocity Head for Steady Non Viscous Flow
Go
Created
Velocity of Flow given Velocity Head for Steady Non Viscous Flow
Go
Flat Plate Normal to the Jet
(3)
Verified
Cross Sectional Area given Mass of Fluid Striking Plate
Go
Verified
Specific Gravity for Mass of Fluid Striking Plate
Go
Verified
Velocity of jet for mass of fluid striking plate
Go
11 More Flat Plate Normal to the Jet Calculators
Go
Flitched Beam
(3)
Created
Equivalent width of flitched beam
Go
Created
Modular Ratio for Equivalent width of flitched beam
Go
Created
Thickness of Steel given Equivalent width of flitched beam
Go
Flood Routing
(1)
Verified
Inflow Rate given Rate of Change of Storage
Go
15 More Flood Routing Calculators
Go
Flow Over Notches and Weirs
(8)
Created
Allowable Unit Stress given Most economical pipe diameter for distribution system
Go
Created
Average Head for most economical pipe diameter of distribution system
Go
Created
Average Power for Most economical pipe diameter for distribution system
Go
Created
Cost given Most economical pipe diameter of distribution system
Go
Created
Darcy Weisbach friction factor for most economical pipe diameter for distribution system
Go
Created
Discharge for most economical pipe diameter for distribution system
Go
Created
Initial Investment for Most economical pipe diameter of distribution system
Go
Created
Most economical pipe diameter for distribution system of water
Go
Flow velocity in straight sewers
(1)
Verified
Velocity using Water Flow Equation
Go
7 More Flow velocity in straight sewers Calculators
Go
Fluid Pressure and Its Measurement
(4)
Verified
Pressure at point in liquid given Pressure Head
Go
Verified
Pressure Difference between two Points in Liquid
Go
Verified
Pressure Head of Liquid
Go
Verified
Pressure Head of Liquid given Pressure Head of another Liquid having same Pressure
Go
Flushing/Circulation Processes and Vessel Interactions
(6)
Verified
Average per cycle Exchange Coefficient
Go
Verified
Concentration of substance after i tidal cycles
Go
Verified
Froude number where particle motion in vessel generated waves does not reach bottom
Go
Verified
Initial concentration of substance in harbor water
Go
Verified
Vessel Speed given Froude Number
Go
Verified
Water Depth given Froude Number
Go
12 More Flushing/Circulation Processes and Vessel Interactions Calculators
Go
Forces Acting on Fluid in Motion
(9)
Created
Acceleration of Fluid given Sum of Total Forces influencing Motion of Fluid
Go
Created
Compressibility Force given Sum of Total Forces influencing Motion of Fluid
Go
Created
Gravity Force given Sum of Total Forces influencing Motion of Fluid
Go
Created
Mass of Fluid given Sum of Total Forces influencing Motion of Fluid
Go
Created
Pressure Force given Sum of Total Forces influencing Motion of Fluid
Go
Created
Sum of Total Forces Influencing Motion of Fluid
Go
Created
Surface Tension Force given Sum of Total Forces influencing Motion of Fluid
Go
Created
Turbulent Force given Sum of Total Forces influencing Motion of Fluid
Go
Created
Viscous Force given Sum of Total Forces influencing Motion of Fluid
Go
Form Drag
(3)
Verified
Form Drag Coefficient given Form Drag of Vessel
Go
Verified
Form Drag of Vessel due to Flow of Water Past Vessel's Cross-sectional Area
Go
Verified
Vessel beam given form drag of vessel
Go
4 More Form Drag Calculators
Go
Friction Factor
(6)
Created
Friction Factor
Go
Created
Friction Factor given Reynolds Number
Go
Created
Friction Factor given Shear Stress
Go
Created
Friction Factor given Shear Stress and Density
Go
Created
Friction Factor given Shear Velocity
Go
Created
Friction Factor when Head Loss is due to Frictional Resistance
Go
Friction Loss
(8)
Verified
Coefficient of Friction given Px
Go
Verified
Prestress Force at Distance X by Taylor Series Expansion
Go
Verified
Prestress Force at Stressing End
Go
Verified
Prestress Force at Stressing End using Taylor Series Expansion
Go
Verified
Prestressing Force at Distance X
Go
Verified
Prestressing Force at Distance x from Stretching End for Known Resultant
Go
Verified
Resultant of Vertical Reaction from Concrete on Tendon
Go
Verified
Wobble Coefficient k given Px
Go
1 More Friction Loss Calculators
Go
Gradients
(12)
Created
Camber given Gradient
Go
Created
Distance from center of camber given Height for Parabolic Shape Camber
Go
Created
Grade Compensation formula 1
Go
Created
Grade Compensation formula 2
Go
Created
Gradient given Camber
Go
Created
Gradient given Height for Parabolic Shape Camber
Go
Created
Height for Parabolic Shape Camber
Go
Created
Height for Straight Line Camber
Go
Created
Radius of Road given Grade Compensation formula 1
Go
Created
Radius of Road given Grade Compensation formula 2
Go
Created
Width of Road given Height for Parabolic Shape Camber
Go
Created
Width of Road given Height for Straight Line Camber
Go
Gradually Varied Flow
(24)
Created
Area of Section given Energy Gradient
Go
Created
Area of Section given Froude Number
Go
Created
Area of Section given Total Energy
Go
Created
Bed Slope given Energy Slope of Rectangular channel
Go
Created
Bed Slope given Slope of Dynamic Equation of Gradually Varied Flow
Go
Created
Bottom Slope of channel given Energy Gradient
Go
Created
Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel
Go
Created
Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel
Go
Created
Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel
Go
Created
Depth of Flow given Energy Slope of Rectangular channel
Go
Created
Depth of Flow given Total Energy
Go
Created
Discharge given Energy Gradient
Go
Created
Discharge given Froude Number
Go
Created
Discharge given Total Energy
Go
Created
Energy Gradient given bed slope
Go
Created
Energy Gradient given slope
Go
Created
Froude Number given Slope of Dynamic Equation of Gradually Varied Flow
Go
Created
Froude Number given top width
Go
Created
Normal Depth given Energy Slope of Rectangular channel
Go
Created
Slope of Dynamic Equation of Gradually Varied Flow given Energy Gradient
Go
Created
Slope of Dynamic Equation of Gradually Varied Flows
Go
Created
Top Width given Energy Gradient
Go
Created
Top Width given Froude Number
Go
Created
Total Energy
Go
Gravity Dams
(9)
Created
Density of Water given Water Pressure in gravity dam
Go
Created
Eccentricity for Vertical Normal Stress at downstream face
Go
Created
Eccentricity given Vertical Normal Stress at upstream face
Go
Created
Height of section given Water Pressure in gravity dam
Go
Created
Total Vertical Force for Vertical Normal Stress at upstream face
Go
Created
Total Vertical Force given Vertical Normal Stress at downstream face
Go
Created
Vertical Normal Stress at downstream face
Go
Created
Vertical Normal Stress at upstream face
Go
Created
Water Pressure in gravity dam
Go
Green-Ampt Equation (1911)
(1)
Verified
Cumulative Infiltration Capacity given Green-Ampt Parameters of Infiltration Model
Go
5 More Green-Ampt Equation (1911) Calculators
Go
Hagen–Poiseuille Equation
(21)
Created
Diameter of Pipe given Head Loss over Length of Pipe
Go
Created
Diameter of Pipe given Head Loss over Length of Pipe with Discharge
Go
Created
Diameter of Pipe given Pressure Drop over Length of Pipe
Go
Created
Diameter of Pipe given Pressure Drop over Length of Pipe with Discharge
Go
Created
Discharge given Pressure Drop over Length of Pipe
Go
Created
Dynamic Viscosity given Head Loss over Length of Pipe
Go
Created
Dynamic Viscosity given Head Loss over Length of Pipe with Discharge
Go
Created
Dynamic Viscosity given Pressure Drop over Length of Pipe
Go
Created
Dynamic Viscosity given Pressure Drop over Length of Pipe with Discharge
Go
Created
Head Loss over Length of Pipe
Go
Created
Head Loss over Length of Pipe given Discharge
Go
Created
Length of Pipe given Head Loss over Length of Pipe
Go
Created
Length of Pipe given Head Loss over Length of Pipe with Discharge
Go
Created
Length of Pipe given Pressure Drop over Length of Pipe
Go
Created
Length of Pipe given Pressure Drop over Length of Pipe with Discharge
Go
Created
Mean Velocity of Flow given Head Loss over Length of Pipe
Go
Created
Mean Velocity of Flow given Pressure Drop over Length of Pipe
Go
Created
Pressure drop over length of pipe
Go
Created
Pressure Drop over Length of Pipe given Discharge
Go
Created
Specific weight of liquid for head loss over length of pipe with discharge
Go
Created
Specific Weight of Liquid given Head Loss over Length of Pipe
Go
Harbor Oscillations
(6)
Verified
Additional length accounting for mass outside each end of channel
Go
Verified
Additional Length to account for Mass Outside each end of Channel
Go
Verified
Basin Surface Area given Resonant Period for Helmholtz mode
Go
Verified
Channel Cross-sectional Area given Resonant Period for Helmholtz mode
Go
Verified
Channel Length for Resonant Period for Helmholtz Mode
Go
Verified
Resonant Period for Helmholtz Mode
Go
16 More Harbor Oscillations Calculators
Go
Hoop Stress due to Temperature Fall
(6)
Created
Diameter of Tyre given Hoop Stress due to temperature fall
Go
Created
Diameter of Wheel given Hoop Stress due to temperature fall
Go
Created
Hoop Stress due to temperature fall
Go
Created
Hoop Stress due to temperature fall given strain
Go
Created
Modulus of Elasticity given Hoop Stress due to temperature fall with strain
Go
Created
Strain for Hoop Stress due to temperature fall
Go
Horizontal Shear Flow
(5)
Created
Area Given Horizontal Shear Flow
Go
Created
Distance from Centroid given Horizontal Shear Flow
Go
Created
Horizontal Shear Flow
Go
Created
Moment of inertia given horizontal shear flow
Go
Created
Shear given Horizontal Shear Flow
Go
Hydraulic Depth
(6)
Created
Hydraulic Depth
Go
Created
Hydraulic Radius or Hydraulic Mean Depth
Go
Created
Top Width given Hydraulic Depth
Go
Created
Wetted Area given Hydraulic Depth
Go
Created
Wetted Area given Hydraulic Mean Depth
Go
Created
Wetted Perimeter given Hydraulic Mean Depth
Go
Hydraulic Head
(1)
Verified
Head given discharge through notch which is to be calibrated
Go
8 More Hydraulic Head Calculators
Go
Hydraulic Head
(7)
Created
Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations
Go
Created
Depth below Surface given Neutral stress per unit area for Dams on Soft Foundations
Go
Created
Head given Discharge under Dams on Soft or Porous Foundations
Go
Created
Head given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Head given Length of Conduit after using Area of Pipe in Discharge
Go
Created
Head given Minimum Safe Length of Travel path under Dams
Go
Created
Head given Neutral stress per unit area for Dams on Soft Foundations
Go
Hydraulic Jump in Rectangular Channel
(11)
Created
Conjugate Depth y1 given Critical Depth
Go
Created
Conjugate Depth y1 given Discharge per unit width of channel
Go
Created
Conjugate Depth y1 given Froude Number Fr1
Go
Created
Conjugate Depth y1 given Froude Number Fr2
Go
Created
Conjugate Depth y2 given Critical Depth
Go
Created
Conjugate Depth y2 given Discharge per unit width of channel
Go
Created
Conjugate Depth y2 given Froude Number Fr1
Go
Created
Conjugate Depth y2 given Froude Number Fr2
Go
Created
Discharge Per Unit Width of Channel given Conjugate Depths
Go
Created
Energy loss in Hydraulic Jump
Go
Created
Energy Loss in Hydraulic Jump given Mean Velocities
Go
Hydroelectric Power Generation
(19)
Created
Effective head for Power in Kilowatt
Go
Created
Effective head for Power obtained from water flow in horsepower
Go
Created
Effective head for Power obtained from water flow in Kilowatt
Go
Created
Effective head given Power obtained from water flow in horsepower
Go
Created
Efficiency of turbine and generator for Power obtained from water flow in horsepower
Go
Created
Efficiency of turbine and generator given Power in Kilowatt
Go
Created
Efficiency of turbine and generator given Power obtained from water flow in horsepower
Go
Created
Efficiency of turbine and generator given Power obtained from water flow in Kilowatt
Go
Created
Flow rate for Power obtained from water flow in horsepower
Go
Created
Flow rate given Power in Kilowatt
Go
Created
Flow rate given Power obtained from water flow in horsepower
Go
Created
Flow rate given Power obtained from water flow in Kilowatt
Go
Created
Potential energy of volume of water in hydroelectric power generation
Go
Created
Power obtained from water flow in horsepower
Go
Created
Power obtained from water flow in Kilowatt
Go
Created
Power obtained from water flow in Kilowatt given effective head
Go
Created
Total weight of water given potential energy in hydroelectric power generation
Go
Created
Unit weight of water for Power obtained from water flow in horsepower
Go
Created
Unit weight of water for Power obtained from water flow in Kilowatt
Go
I-Beam
(9)
Created
Breadth of Flange Given Longitudinal Shear Stress in Web for I beam
Go
Created
Breadth of Web given Longitudinal Shear Stress in Web for I beam
Go
Created
Longitudinal Shear Stress in Flange at lower depth of I beam
Go
Created
Longitudinal Shear Stress in Web for I beam
Go
Created
Maximum Longitudinal Shear Stress in Web for I beam
Go
Created
Moment of Inertia given Longitudinal Shear Stress at lower edge in Flange of I beam
Go
Created
Moment of Inertia given Longitudinal Shear Stress in Web for I beam
Go
Created
Moment of Inertia Given Maximum Longitudinal Shear Stress in Web for I beam
Go
Created
Transverse Shear given Longitudinal Shear Stress in Flange for I beam
Go
3 More I-Beam Calculators
Go
Integrated Demand Forecast Framework
(7)
Verified
Air Transport Movement Per Aircraft
Go
Verified
Airline Industry Wages
Go
Verified
Jet Fuel Price given Yield
Go
Verified
Real Gross National Product
Go
Verified
Real Yield given Revenue Passenger Miles
Go
Verified
Regression Model Formulation for Yield
Go
Verified
Revenue Passenger Miles
Go
3 More Integrated Demand Forecast Framework Calculators
Go
Integration of the Varied Flow Equation
(12)
Created
Chezy Constant using Chezy Formula given Normal Depth of Wide Rectangular Channel
Go
Created
Chezy Formula for Bed Slope given Normal Depth of Wide Rectangular Channel
Go
Created
Chezy Formula for Critical Depth given Normal Depth of Wide Rectangular Channel
Go
Created
Chezy Formula for Energy Slope
Go
Created
Chezy Formula for Hydraulic Radius given Energy Slope
Go
Created
Chezy Formula for Mean Velocity given Energy Slope
Go
Created
Chezy Formula for Normal Depth of Wide Rectangular Channel
Go
Created
Chezy's Constant using Chezy Formula given Energy Slope
Go
Created
Manning's Formula for Energy Slope
Go
Created
Manning's Formula for Hydraulic Radius given Energy Slope
Go
Created
Manning's Formula for Mean Velocity given Energy Slope
Go
Created
Manning's Formula for Roughness Coefficient given Energy Slope
Go
Isothermal Atmosphere
(4)
Verified
Difference in Elevation when Air is Isothermal
Go
Verified
Elevation from Datum when Air is Isothermal
Go
Verified
Height of Fluid Column of Constant Specific Weight
Go
Verified
Pressure at any point in liquid given elevation from datum
Go
Jet Propulsion of Orifice Tank
(8)
Created
Actual Velocity given Force exerted on Tank due to Jet
Go
Created
Area of Hole given Coefficient of Velocity for Jet
Go
Created
Area of Jet given Force exerted on Tank due to Jet
Go
Created
Coefficient of Velocity given Force exerted on Tank due to Jet
Go
Created
Force exerted on Tank due to Jet
Go
Created
Head over Jet Hole given Force exerted on Tank due to Jet
Go
Created
Specific Weight of Liquid given Coefficient of Velocity for Jet
Go
Created
Specific Weight of Liquid given Force exerted on Tank due to Jet
Go
Jet Propulsion of Ships
(22)
Created
Absolute velocity of issuing jet given propelling force
Go
Created
Absolute Velocity of issuing Jet given Relative Velocity
Go
Created
Absolute Velocity of Issuing Jet using Work done by Jet on Ship
Go
Created
Area of Issuing Jet given Weight of Water
Go
Created
Area of Issuing Jet given Work done by Jet on Ship
Go
Created
Efficiency of Propulsion
Go
Created
Efficiency of Propulsion given Head Loss due to Friction
Go
Created
Head Loss Due to Friction Loss
Go
Created
Kinetic Energy of Water
Go
Created
Propelling Force
Go
Created
Specific Weight of Liquid given Weight of Water
Go
Created
Specific Weight of Liquid given Work done by Jet on Ship
Go
Created
Velocity of Jet relative to Motion of Ship given Kinetic Energy
Go
Created
Velocity of jet relative to motion of ship given weight of water
Go
Created
Velocity of Moving Ship given Relative Velocity
Go
Created
Velocity of Moving Ship given Work done by jet on Ship
Go
Created
Weight of Water given head loss due to friction
Go
Created
Weight of Water given Kinetic Energy
Go
Created
Weight of Water given Propelling Force
Go
Created
Weight of Water given Work done by Jet on Ship
Go
Created
Weight of Water using Relative Velocity
Go
Created
Work Done by Jet on Ship
Go
Jet Striking a Symmetrical Moving Curved Vane at the Centre
(19)
Verified
Absolute Velocity for Force Exerted by Jet in Direction of Flow of Incoming Jet
Go
Verified
Absolute Velocity for Mass of Fluid Striking Vane per Second
Go
Verified
Area of Cross Section for Force Exerted by Jet in Direction of Flow
Go
Verified
Area of Cross Section for Force Exerted by Jet with relative velocity
Go
Verified
Area of Cross Section for Mass of Fluid Striking moving Vane per Second
Go
Verified
Area of Cross Section for work done by Jet on vane per second
Go
Verified
Efficiency of Jet
Go
Verified
Force Exerted by Jet in Direction of Flow of Incoming Jet
Go
Verified
Force Exerted by Jet in Direction of Flow of Incoming Jet with angle at 90
Go
Verified
Force Exerted by Jet in Direction of Flow of Incoming Jet with angle zero
Go
Verified
Force Exerted by Jet in direction of Flow of Jet
Go
Verified
Force Exerted by jet with relative velocity
Go
Verified
Kinetic Energy of Jet per Second
Go
Verified
Mass of Fluid Striking Vane per Seconds
Go
Verified
Maximum Efficiency
Go
Verified
Velocity of vane for given mass of fluid
Go
Verified
Velocity of vane given exerted force by jet
Go
Verified
Work Done by Jet on Vane per Second
Go
Verified
Work Done per Second given Efficiency of Wheel
Go
Jet Striking an Unsymmetrical Moving Curved Vane Tangentially at One of the Tips
(5)
Verified
Area of Cross Section for Mass of Fluid Striking Vane per Second
Go
Verified
Mass of Fluid Striking Vanes per Second
Go
Verified
Specific Gravity for Mass of Fluid Striking Vanes per Second
Go
Verified
Specific Weight of fluid for Mass of Fluid Striking Vane per Second
Go
Verified
Velocity at Inlet for Mass of Fluid Striking Vane per Second
Go
Jet Velocity
(5)
Created
Jet Velocity given Output Power
Go
Created
Jet Velocity given Power Lost
Go
Created
Jet Velocity given Rate of Flow through Propeller
Go
Created
Jet Velocity given Theoretical Propulsive Efficiency
Go
Created
Jet Velocity given Thrust on Propeller
Go
Laminar Flow Around A Sphere–Stokes’ Law
(25)
Created
Coefficient of Drag given density
Go
Created
Coefficient of Drag given Drag Force
Go
Created
Coefficient of Drag given Reynolds Number
Go
Created
Density of Fluid given Coefficient of Drag
Go
Created
Density of Fluid given Drag Force
Go
Created
Diameter of sphere for given fall velocity
Go
Created
Diameter of Sphere given Coefficient of Drag
Go
Created
Diameter of Sphere given Resistance Force on Spherical Surface
Go
Created
Diameter of Spherical Surface given Specific Weights
Go
Created
Drag Force given Coefficient of Drag
Go
Created
Dynamic Viscosity given Coefficient of Drag
Go
Created
Dynamic Viscosity of fluid given Resistance Force on Spherical Surface
Go
Created
Dynamic Viscosity of fluid given Terminal Fall Velocity
Go
Created
Projected Area given Drag Force
Go
Created
Resistance Force on Spherical Surface
Go
Created
Resistance Force on Spherical Surface given Specific Weights
Go
Created
Reynolds Number given Coefficient of Drag
Go
Created
Specific Weight of Fluid given Resistance Force
Go
Created
Specific Weight of Fluid given Terminal Fall Velocity
Go
Created
Specific Weight of Sphere given Resistance Force
Go
Created
Specific Weight of Sphere given Terminal Fall Velocity
Go
Created
Terminal Fall Velocity
Go
Created
Velocity of Sphere given Coefficient of Drag
Go
Created
Velocity of Sphere given Drag Force
Go
Created
Velocity of Sphere given Resistance Force on Spherical Surface
Go
Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow
(12)
Created
Distance between Plates given Flow Velocity with No Pressure Gradient
Go
Created
Dynamic Viscosity given Flow Velocity
Go
Created
Dynamic Viscosity given Stress
Go
Created
Flow Velocity given No Pressure Gradient
Go
Created
Flow Velocity of section
Go
Created
Horizontal Distance given Flow Velocity with No Pressure Gradient
Go
Created
Mean Velocity of Flow given Flow Velocity
Go
Created
Mean Velocity of Flow given Flow Velocity with No Pressure Gradient
Go
Created
Mean Velocity of Flow given Shear Stress
Go
Created
Pressure Gradient given Flow Velocity
Go
Created
Pressure Gradient given Shear Stress
Go
Created
Shear Stress given Velocity
Go
Laminar Flow Between Parallel Plates–Both Plates At Rest
(22)
Created
Discharge given Mean Velocity of Flow
Go
Created
Discharge given Viscosity
Go
Created
Distance between Plates given Discharge
Go
Created
Distance between Plates given Maximum Shear Stress
Go
Created
Distance between Plates given Maximum Velocity between Plates
Go
Created
Distance between Plates given Mean Velocity of Flow
Go
Created
Distance between Plates given Mean Velocity of Flow with Pressure Gradient
Go
Created
Distance between Plates given Pressure Difference
Go
Created
Distance between Plates given Pressure Head Drop
Go
Created
Distance between Plates given Shear Stress Distribution Profile
Go
Created
Distance between Plates using Velocity Distribution Profile
Go
Created
Horizontal Distance given Shear Stress Distribution Profile
Go
Created
Length of Pipe given Pressure Difference
Go
Created
Length of Pipe given Pressure Head Drop
Go
Created
Maximum Shear Stress in fluid
Go
Created
Maximum Velocity between Plates
Go
Created
Maximum Velocity given Mean Velocity of Flow
Go
Created
Pressure Difference
Go
Created
Pressure Head Drop
Go
Created
Shear Stress Distribution Profile
Go
Created
Specific Weight of Fluid given Pressure Head Drop
Go
Created
Velocity Distribution Profile
Go
Laminar Flow of Fluid in an Open Channel
(25)
Created
Bed Shear Stress
Go
Created
Bed Slope given Bed Shear Stress
Go
Created
Diameter of Section given Bed Shear Stress
Go
Created
Diameter of Section given Discharge per Unit Channel Width
Go
Created
Diameter of Section given Mean Velocity of Flow
Go
Created
Diameter of Section given Potential Head Drop
Go
Created
Diameter of Section given Slope of Channel
Go
Created
Discharge per unit channel width
Go
Created
Dynamic Viscosity given Discharge per Unit Channel Width
Go
Created
Dynamic Viscosity given Mean Velocity of Flow in Section
Go
Created
Dynamic Viscosity given Potential Head Drop
Go
Created
Horizontal Distance given Slope of Channel
Go
Created
Length of Pipe given Potential Head Drop
Go
Created
Mean Velocity in flow
Go
Created
Mean Velocity of Flow given Potential Head Drop
Go
Created
Potential Head Drop
Go
Created
Shear Stress given Slope of Channel
Go
Created
Slope of Channel given Discharge per Unit Channel Width
Go
Created
Slope of Channel given Mean Velocity of Flow
Go
Created
Slope of Channel given Shear Stress
Go
Created
Specific weight of liquid for Discharge per unit channel width
Go
Created
Specific Weight of Liquid given Bed Shear Stress
Go
Created
Specific Weight of Liquid given Mean Velocity of flow
Go
Created
Specific Weight of Liquid given Potential Head Drop
Go
Created
Specific Weight of Liquid given Slope of Channel
Go
Laminar Flow Through Inclined Pipes
(15)
Created
Dynamic Viscosity given Flow Velocity of Stream
Go
Created
Dynamic Viscosity given Velocity Gradient with Shear Stress
Go
Created
Flow Velocity of Stream
Go
Created
Piezometric Gradient given Flow Velocity of Stream
Go
Created
Piezometric Gradient given Shear Stress
Go
Created
Piezometric Gradient given Velocity Gradient with Shear Stress
Go
Created
Radius of Elemental Section of Pipe given Flow Velocity of Stream
Go
Created
Radius of Elemental Section of Pipe given Shear Stress
Go
Created
Radius of Elemental Section of Pipe given Velocity Gradient with Shear Stress
Go
Created
Radius of Pipe for Flow Velocity of Stream
Go
Created
Shear Stresses
Go
Created
Specific Weight of Fluid given Shear Stress
Go
Created
Specific Weight of Liquid given Flow Velocity of Stream
Go
Created
Specific Weight of Liquid given Velocity Gradient with Shear Stress
Go
Created
Velocity Gradient given Piezometric Gradient with Shear Stress
Go
Laminar Flow Through Porous Media
(3)
Created
Coefficient of Permeability given Velocity
Go
Created
Hydraulic Gradient given Velocity
Go
Created
Mean Velocity using Darcy's Law
Go
Leaf Spring
(21)
Created
Bending Stress of Leaf Spring
Go
Created
Length given Bending Stress of Leaf Spring
Go
Created
Length given Deflection in Leaf Spring
Go
Created
Length given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created
Length given Proof Load on Leaf Spring
Go
Created
Load given Bending Stress of Leaf Spring
Go
Created
Load given Deflection in Leaf Spring
Go
Created
Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created
Moment given Deflection in Leaf Spring
Go
Created
Moment of Inertia given Deflection in Leaf Spring
Go
Created
Number of Plates given Bending Stress of Leaf Spring
Go
Created
Number of plates given Deflection in Leaf Spring
Go
Created
Number of Plates given Proof Load on Leaf Spring
Go
Created
Proof Load on Leaf Spring
Go
Created
Thickness given Bending Stress of Leaf Spring
Go
Created
Thickness given Deflection in Leaf Spring
Go
Created
Thickness given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Created
Thickness given Proof Load on Leaf Spring
Go
Created
Width given Bending Stress of Leaf Spring
Go
Created
Width given Deflection in Leaf Spring
Go
Created
Width given Proof Load on Leaf Spring
Go
Liquid Containers Subjected To Constant Horizontal Acceleration
(15)
Created
Angle of Inclination of Free Surface
Go
Created
Atmospheric pressure for pressure at any point in liquid
Go
Created
Constant Horizontal Acceleration given Angle of Inclination of Free Surface
Go
Created
Constant Horizontal Acceleration given Slope of Surface of Constant Pressure
Go
Created
Gauge Pressure at any point in liquid with height
Go
Created
Pressure at Any Points in Liquid
Go
Created
Slope of Surface of Constant Pressure
Go
Created
Specific Weight of liquid for Gauge Pressure at point in liquid
Go
Created
Specific Weight of Liquid given Total Force exerted at any Section of Container
Go
Created
Specific Weight of Liquids given Pressure at any point in liquid
Go
Created
Total force exerted at any section on container
Go
Created
Vertical Depth below Free Surface given Pressure at any point in Liquids
Go
Created
Vertical Depth below Free Surface given Total Force exerted at any Section of Container
Go
Created
Vertical Depth below Surface for Gauge Pressure at any point in Liquid
Go
Created
Width of Tank perpendicular to motion given Total Force exerted at any Section of Tank
Go
Liquid Containers Subjected To Constant Vertical Acceleration
(12)
Created
Atmospheric Pressure given Pressure at any point in liquid in constant vertical acceleration
Go
Created
Constant Acceleration given Net Force Acting in Vertical Upward Direction of Tank
Go
Created
Constant Vertical Upward Acceleration for Gauge Pressure at any point in liquid
Go
Created
Constant Vertical Upward Acceleration given Pressure at any Point in Liquid
Go
Created
Gauge Pressure at Any Point in Liquid Flow
Go
Created
Mass of Liquid using Net Force Acting in Vertical Upward Direction of Tank
Go
Created
Net Force Acting in Vertical Upward Direction of Tank
Go
Created
Pressure at any point in liquids
Go
Created
Specific Weight of Liquid given Pressure at point in Liquid
Go
Created
Specific Weights of liquid for Gauge Pressure at any point in liquid
Go
Created
Vertical Depth below Free Surface for Gauge Pressures at any point in Liquid
Go
Created
Vertical Depth below Free Surface given Pressure at point in Liquid
Go
Load and Resistance Factor Design for Bridge Columns
(9)
Created
Buckling Stress for Q Factor Less than or Equal to 1
Go
Created
Buckling Stress given Maximum Strength
Go
Created
Buckling Stress when Q Factor is Greater than 1
Go
Created
Column Gross Effective Area given Maximum Strength
Go
Created
Maximum Strength for Compression Members
Go
Created
Q Factor
Go
Created
Steel Yield Strength given Buckling Stress for Q Factor Greater than 1
Go
Created
Steel Yield Strength given Buckling Stress for Q Factor Less than or Equal to 1
Go
Created
Steel Yield Strength given Q Factor
Go
Load Distribution on Bents and Shear Walls
(11)
Verified
Concentrated Load given Deflection at Top
Go
Verified
Concentrated Load given Deflection at Top Due to Fixed against Rotation
Go
Verified
Deflection at Top due to Concentrated Load
Go
Verified
Deflection at Top due to Fixed against Rotation
Go
Verified
Deflection at Top due to Uniform Load
Go
Verified
Modulus of Elasticity given Deflection at Top Due to Concentrated Load
Go
Verified
Modulus of Elasticity given Deflection at Top Due to Fixed against Rotation
Go
Verified
Modulus of Elasticity of Wall Material given Deflection
Go
Verified
Wall Thickness given Deflection
Go
Verified
Wall Thickness given Deflection at Top due to Concentrated Load
Go
Verified
Wall Thickness given Deflection at Top Due to Fixed against Rotation
Go
Load Factor Design for Bridge Beams
(22)
Created
Allowable Bearing Stresses on Pins for Buildings for LFD
Go
Created
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD
Go
Created
Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD
Go
Created
Area of Flange for Braced Non-Compact Section for LFD
Go
Created
Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length
Go
Created
Depth of Section for Compact Section for LFD given Minimum Web Thickness
Go
Created
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Go
Created
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created
Minimum flange thickness for symmetrical flexural compact section for LFD of bridges
Go
Created
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created
Plastic Section Modulus for Compact Section for LFD given Maximum Bending Moment
Go
Created
Section Modulus for Braced Non-Compact Section for LFD given Maximum Bending Moment
Go
Created
Smaller Moment of unbraced length for Compact Section for LFD given Maximum Unbraced Length
Go
Created
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges
Go
Created
Ultimate Moment of unbraced length for Compact Section given Maximum Unbraced Length
Go
Created
Unsupported length for Braced Non-Compact Section for LFD given Minimum Web Thickness
Go
Created
Width of Projection of Flange for Braced Non-Compact Section given Maximum Bending Moment
Go
Created
Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness
Go
Longitudinal Shear Stress for Rectangular Section
(8)
Created
Average Longitudinal Shear Stress for Rectangular Section
Go
Created
Breadth for given Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created
Breadth given Average Longitudinal Shear Stress for Rectangular Section
Go
Created
Depth for given Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created
Depth given Average Longitudinal Shear Stress for Rectangular Section
Go
Created
Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created
Transverse Shear given Average Longitudinal Shear Stress for Rectangular Section
Go
Created
Transverse Shear given Maximum Longitudinal Shear Stress for Rectangular Section
Go
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 given Average Longitudinal Shear Stress for Solid Circular Section
Go
Created
Radius given Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Created
Transverse Shear given Average Longitudinal Shear Stress for Solid Circular Section
Go
Created
Transverse Shear given Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Longitudinal Stiffeners
(2)
Created
Moment of Inertia
Go
Created
Web thickness given moment of inertia
Go
Lubrication Mechanics - Slipper Bearing
(3)
Created
Dynamic Viscosity given Pressure Gradient
Go
Created
Pressure Gradient
Go
Created
Rate of Flow given Pressure Gradient
Go
Material Coefficient
(4)
Created
Material Coefficient C1 given Discharge under Dams on Soft or Porous Foundations
Go
Created
Material Coefficient C1 given Length of Conduit after using Area of Pipe in Discharge
Go
Created
Material Coefficient C1 given New Material Coefficient C2 for Dams on Soft Foundations
Go
Created
Material Coefficient C2 given Minimum Safe Length of Travel path under Dams
Go
Maximum Intensity-Duration-Frequency Relationship
(1)
Verified
Duration given Maximum Intensity
Go
2 More Maximum Intensity-Duration-Frequency Relationship Calculators
Go
Maximum Shear Stress on the Biaxial Loading
(3)
Created
Maximum shear stress when member is subjected to like principal stresses
Go
Created
Stress along x-axis when member is subjected to like principal stresses and max shear stress
Go
Created
Stress along y-axis when member is subjected to like principal stresses and max shear stress
Go
Maximum Stress of a Triangular Section
(8)
Created
Base of triangular section Given Maximum shear stress
Go
Created
Base of triangular section given shear stress at neutral axis
Go
Created
Height of triangular section given Maximum shear stress
Go
Created
Height of triangular section Given shear stress at neutral axis
Go
Created
Maximum Shear stress of triangular section
Go
Created
Shear stress at neutral axis in triangular section
Go
Created
Transverse shear of triangular section given maximum shear stress
Go
Created
Transverse shear of triangular section given shear stress at neutral axis
Go
Mean Velocity of Flow
(6)
Created
Mean Velocity of Flow given Friction Factor
Go
Created
Mean Velocity of Flow given Head Loss due to Frictional Resistance
Go
Created
Mean Velocity of Flow given Shear Stress and Density
Go
Created
Mean Velocity of Flow given Shear Stress with Friction Factor
Go
Created
Mean Velocity of Flow given Shear Velocity
Go
Created
Mean Velocity of Flow given Total Required Power
Go
Measurement of Pressure
(3)
Verified
Pressure at Point m in Pizometer
Go
Verified
Pressure head at point in piezometer
Go
Verified
Specific Weight of liquid in peizometer
Go
Metacentric Height for Floating Bodies Containing liquid
(3)
Verified
Distance between Centre of Gravity of these Wedges
Go
Verified
Moment of Turning Couple due to Movement of Liquid
Go
Verified
Volume of either Wedge
Go
Metering Flumes
(10)
Created
Coefficient of Discharge through Flume given Discharge flow through Channel
Go
Created
Coefficient of Discharge through Flume given Discharge flow through Rectangular Channel
Go
Created
Depth of Flow given Discharge through Critical Depth Flume
Go
Created
Discharge Coefficient given Discharge through Critical Depth Flume
Go
Created
Discharge flow through Channel
Go
Created
Discharge flow through Rectangular Channel
Go
Created
Discharge through Critical Depth Flume
Go
Created
Head at Entrance given Discharge through Channel
Go
Created
Head at Entrance of Section given Discharge flow through Channel
Go
Created
Width of Throat given Discharge through Critical Depth Flume
Go
Moments acting on the arch dam
(7)
Created
Moment at Abutments of Arch Dam
Go
Created
Moment at Crown of Arch Dam
Go
Created
Moments given Deflection Due to Moments on Arch Dam
Go
Created
Moments given Extrados Stresses on Arch Dam
Go
Created
Moments given Intrados Stresses on Arch Dam
Go
Created
Moments given Rotation Due to Moment on Arch Dam
Go
Created
Moments given Rotation Due to Twist on Arch Dam
Go
Momentum in Open-Channel Flow-Specific Force
(6)
Created
Discharge given Specific Force
Go
Created
Specific Force
Go
Created
Specific Force given Top Width
Go
Created
Top Width given Specific Force
Go
Created
Vertical Depth of Centroid of Area given Specific Force
Go
Created
Vertical Depth of Centroid of Area given Specific Force with Top Width
Go
Momentum Theory of Propellers
(22)
Created
Density of Liquid given Output Power
Go
Created
Density of Liquid given Thrust on Propeller
Go
Created
Density of Liquid with Absolute Velocity given Power Lost
Go
Created
Density of Liquid with relative velocity given Power Lost
Go
Created
Diameter of Propeller given Rate of Flow through Propeller
Go
Created
Diameter of Propeller given Thrust on Propeller
Go
Created
Flow Velocity given Power Lost
Go
Created
Flow Velocity given Rate of Flow through Propeller
Go
Created
Flow Velocity given Theoretical Propulsive efficiency
Go
Created
Flow Velocity given Thrust on Propeller
Go
Created
Increase in Pressure given Thrust on Propeller
Go
Created
Input Power
Go
Created
Output Power given Input Power
Go
Created
Output Power given Rate of Flow through Propeller
Go
Created
Power Lost
Go
Created
Power Lost given Input Power
Go
Created
Rate of Flow given Output Power
Go
Created
Rate of Flow given Power Lost
Go
Created
Rate of Flow given Thrust on Propeller
Go
Created
Rate of Flow through Propeller
Go
Created
Theoretical Propulsive Efficiency
Go
Created
Thrust on Propeller
Go
Most Economic Steel Structure
(3)
Verified
Column Buckling Stress Fc1 given Relative Material Cost
Go
Verified
Column Buckling Stress Fc2 given Relative Material Cost
Go
Verified
Relative Material Cost for Two Columns of Different Steels Carrying Same Load
Go
21 More Most Economic Steel Structure Calculators
Go
Negative Surges
(13)
Created
Absolute Velocity of Surges
Go
Created
Absolute Velocity of Surges for given Depth of flow
Go
Created
Celerity of Wave Given Absolute Velocity of Surges
Go
Created
Celerity of Wave given is depth
Go
Created
Depth of flow given Absolute Velocity of Surges
Go
Created
Velocity at depth given absolute velocity of surge moving towards right
Go
Created
Velocity at depth given absolute velocity of surges moving towards right
Go
Created
Velocity at depth given celerity of wave
Go
Created
Velocity at depth when absolute velocity of surge moving is towards right
Go
Created
Velocity at Depth1 when surge height is negligible
Go
Created
Velocity at Depth2 when surge height is negligible
Go
Created
Velocity of Flow given Absolute Velocity of Surges
Go
Created
Velocity of Flow given Depth of flow
Go
Normal radial pressure of arch dams
(4)
Created
Normal Radial Pressure at centerline given Moment at Abutments of Arch Dam
Go
Created
Normal Radial Pressure at centerline given Moment at Crown of Arch Dam
Go
Created
Normal Radial Pressure at centerline given Thrust at Abutments of Arch Dam
Go
Created
Normal Radial Pressure at centerline given Thrust at Crown of Arch Dam
Go
Number of Connectors in Bridges
(18)
Created
28-day Compressive Strength of Concrete given Force in Slab
Go
Created
Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go
Created
Effective Concrete Area given Force in Slab
Go
Created
Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go
Created
Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength
Go
Created
Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges
Go
Created
Force in Slab given Effective Concrete Area
Go
Created
Force in Slab given Number of Connectors in Bridges
Go
Created
Force in Slab given Total Area of Steel Section
Go
Created
Minimum Number of Connectors for Bridges
Go
Created
Number of Connectors in Bridges
Go
Created
Reduction Factor given Minimum Number of Connectors in Bridges
Go
Created
Reduction Factor given Number of Connectors in Bridges
Go
Created
Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go
Created
Steel Yield Strength given Total Area of Steel Section
Go
Created
Total Area of Steel Section given Force in Slab
Go
Created
Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go
Created
Ultimate shear connector strength given number of connectors in bridges
Go
Ogee Spillway
(4)
Verified
Coefficient of spillway given discharge over ogee spillway
Go
Verified
Discharge over Ogee Spillway
Go
Verified
Head above crest given discharge over Ogee Spillway
Go
Verified
Length of spillway given discharge over Ogee Spillway
Go
Orifice Meter
(11)
Created
Actual Velocity at Section 2 given Coefficient of Contraction
Go
Created
Actual Velocity given Theoretical Velocity at Section 2
Go
Created
Area at Section 2 or at Vena Contracta
Go
Created
Area of Orifice given Area at Section 2 or at Vena Contracta
Go
Created
Coefficient of Contraction
Go
Created
Coefficient of Contraction given Coefficient of Discharge
Go
Created
Coefficient of Discharge given Coefficient of Contraction
Go
Created
Coefficient of Velocity given Coefficient of Discharge
Go
Created
Discharge through Pipe given Coefficient of Discharge
Go
Created
Theoretical Velocity at Section 1
Go
Created
Theoretical Velocity at Section 2
Go
OSD
(6)
Created
Acceleration of vehicle given Total Time of Travel in Overtaking Sight distance
Go
Created
Minimum Overtaking Distance
Go
Created
Overtaking Sight Distance given Minimum Overtaking Distance
Go
Created
Spacing between vehicles given Total Time of Travel in Overtaking Sight distance
Go
Created
Total Time of Travel in Overtaking Sight distance
Go
Created
Velocity of overtaking vehicle for forward moving vehicle velocity in meter per second
Go
4 More OSD Calculators
Go
Parabola
(3)
Created
Tension at midspan given parabolic equation for cable slope
Go
Created
UDL given Parabolic Equation for Cable Slope
Go
Created
UDL given Tension at Midspan for UDL on Parabolic Cable
Go
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
Go
Created
Maximum Sag given Length of Cable for UDL on Parabolic Cable
Go
Created
Maximum Sag given Tension at Midspan for UDL on Parabolic Cable
Go
Created
Parabolic Equation for Cable Slope
Go
Created
Span of Cable for Length of Cable for UDL on Parabolic Cable
Go
Created
Span of Cable given Tension at Midspan for UDL on Parabolic Cable
Go
Created
Span of Cable given Tension at Supports for UDL on Parabolic Cable
Go
Created
Tension at Midspan for UDL on Parabolic Cable
Go
Created
Tension at Midspan given Tension at Supports for UDL on Parabolic Cable
Go
Created
Tension at Supports for UDL on Parabolic Cable
Go
Created
UDL given Tension at Supports for UDL on Parabolic Cable
Go
Parabolic Curves
(5)
Verified
Elevation of Lowest Point on Sag Curve
Go
Verified
Elevation of point of vertical curvature
Go
Verified
Elevation of point of vertical intersection
Go
Verified
Elevation of PVC given Elevation of Lowest Point on Sag Curve
Go
Verified
Length of Curve using Rate of change of Grade in Parabolic Curves
Go
2 More Parabolic Curves Calculators
Go
Parabolic Section
(13)
Created
Depth of Flow given Hydraulic Depth for parabola
Go
Created
Depth of Flow given Section Factor for parabola
Go
Created
Depth of Flow given Top Width for parabola
Go
Created
Depth of Flow given Wetted Area for parabola
Go
Created
Hydraulic Depth for parabola
Go
Created
Hydraulic Radius given width
Go
Created
Top Width for parabola
Go
Created
Top Width given Hydraulic Radius
Go
Created
Top Width given Wetted Area
Go
Created
Top Widths given Section Factor
Go
Created
Wetted Area
Go
Created
Wetted Area given Top width
Go
Created
Wetted Perimeter for parabola
Go
Pipe Stresses Perpendicular To The Longitudinal Axis
(3)
Created
Force acting on each cut of edge of pipe given Internal Pressure
Go
Created
Internal Pressure
Go
Created
Outside Diameter of Pipe given Internal Pressure
Go
Pitot Tube
(5)
Created
Actual Velocity of Flowing Stream
Go
Created
Coefficient of Velocity given Actual Velocity of Flowing Stream
Go
Created
Height of Fluid raised in tube given Actual Velocity of Flowing Stream
Go
Created
Height of Fluid raised in tube given Theoretical Velocity of Flowing Stream
Go
Created
Theoretical Velocity of Flowing Stream
Go
Polymer Feed Rate
(1)
Verified
Polymer Feed Rate as Mass Flow Rate given Polymer Feed Rate as Volumetric Flow Rate
Go
5 More Polymer Feed Rate Calculators
Go
Polytropic Atmosphere
(5)
Verified
Atmospheric pressure P according to polytropic process
Go
Verified
Density According to Polytropic Process
Go
Verified
Initial Density According to Polytropic Process
Go
Verified
Initial Pressure according to Polytropic Process
Go
Verified
Positive Constant
Go
1 More Polytropic Atmosphere Calculators
Go
Post Tensioned Bending Members
(8)
Verified
Change in Eccentricity of Tendon A due to Parabolic Shape
Go
Verified
Change in Eccentricity of Tendon B due to Parabolic Shape
Go
Verified
Component of Strain at Level of First Tendon due to Bending
Go
Verified
Component of Strain at Level of First Tendon due to Pure Compression
Go
Verified
Prestress Drop given Strain due to Bending and Compression in Two Parabolic Tendons
Go
Verified
Prestressing Force in Tendon B using Eccentricities
Go
Verified
Variation of Eccentricity of Tendon B
Go
Verified
Variation of Eccentricity on Tendon A
Go
2 More Post Tensioned Bending Members Calculators
Go
Practical Channel Sections
(8)
Created
Depth of Flow given Wetted Area of Triangular Channel Section
Go
Created
Depth of Flow given Wetted Perimeter of Triangular Channel Section
Go
Created
Hydraulic Radius of Trapezoidal Channel Section
Go
Created
Hydraulic Radius of Triangular Channel Section
Go
Created
Wetted Area of Trapezoidal Channel Section
Go
Created
Wetted Area of Triangular Channel Section
Go
Created
Wetted Perimeter of Trapezoidal Channel Section
Go
Created
Wetted Perimeter of Triangular Channel Section
Go
Pressure Gradient
(7)
Created
Pressure Gradient given Discharge through Pipe
Go
Created
Pressure Gradient given Maximum Shear Stress at Cylindrical Element
Go
Created
Pressure Gradient given Maximum Velocity at Axis of Cylindrical Element
Go
Created
Pressure Gradient given Shear Stress at any Cylindrical Element
Go
Created
Pressure Gradient given Velocity at any point in Cylindrical Element
Go
Created
Pressure Gradient given Velocity Gradient at Cylindrical Element
Go
Created
Pressure Gradients given Mean Velocity of Flow
Go
Principal Stress
(11)
Created
Angle of oblique plane using shear stress on it and axial load
Go
Created
Bending moment of circular shaft
Go
Created
Bending stress of circular shaft given bending moment
Go
Created
Bending stress of member using Maximum bending Moment
Go
Created
Diameter of circular shaft for equivalent torque and maximum shear stress
Go
Created
Diameter of circular shaft given bending stress
Go
Created
Diameter of circular shaft given equivalent bending moment and maximum principal stress
Go
Created
Equivalent Bending moment given maximum principal stress
Go
Created
Maximum shear stress due to combined bending and torsion
Go
Created
Shear Stress given Torsion
Go
Created
Torsion given Shear Stress
Go
1 More Principal Stress Calculators
Go
Properties of Fluid
(25)
Verified
Absolute Pressure using Equation of State
Go
Verified
Absolute Pressure using Equation of State given Specific Weight
Go
Verified
Absolute Temperature of Gas
Go
Verified
Bulk Modulus of Elasticity
Go
Verified
Capillary Rise or Depression of Fluid
Go
Verified
Capillary Rise or Depression when Tube is inserted in two Liquids
Go
Verified
Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in Liquid
Go
Verified
Capillary Rise when contact is between Water and Glass
Go
Verified
Compressibility of Fluid
Go
Verified
Compressibility of Fluid given Bulk Modulus of Elasticity
Go
Verified
Dynamic Viscosity given Shear Stress
Go
Verified
Dynamic Viscosity using Kinematic Viscosity
Go
Verified
Gas Constant using Equation of State
Go
Verified
Mass Density given Specific Weight
Go
Verified
Mass Density given Viscosity
Go
Verified
Pressure Intensity inside Droplet
Go
Verified
Pressure Intensity inside Liquid Jet
Go
Verified
Pressure Intensity inside Soap Bubble
Go
Verified
Shear Stress between any two thin sheets of Fluid
Go
Verified
Specific Gravity of Fluid
Go
Verified
Specific Volume of Fluid
Go
Verified
Velocity Gradient
Go
Verified
Velocity Gradient given Shear Stress
Go
Verified
Velocity of Fluid given Shear Stress
Go
Verified
Volume of Fluid given Specific Weight
Go
Proportional Weir or Sutro Weir
(8)
Verified
Coefficient of discharge given constant for rectangular shaped aperture weir
Go
Verified
Constant for rectangular shaped aperture weir
Go
Verified
Constant given discharge through small rectangular shaped aperture weir
Go
Verified
Discharge through Small Rectangular Shaped Aperture weir
Go
Verified
Head given discharge through small rectangular shaped aperture weir
Go
Verified
Height of aperture given constant for rectangular shaped aperture weir
Go
Verified
Height of aperture given discharge through small rectangular shaped aperture weir
Go
Verified
Width of aperture given constant for rectangular shaped aperture weir
Go
Quantity of seepage
(6)
Created
Head difference between headwater and tail water given Quantity of seepage in length of dam
Go
Created
Length of dam to which flow net applies given Quantity of seepage in length of dam
Go
Created
Number of equipotential drops of net given Quantity of seepage in length of dam
Go
Created
Number of flow channels of net water given Quantity of seepage in length of dam
Go
Created
Quantity of seepage in length of dam under Consideration
Go
Created
Seepage Discharge in Earth Dam
Go
Quarter Elliptical Spring
(20)
Created
Deflection given Proof Load in Quarter Elliptical Spring
Go
Created
Deflection in Quarter Elliptical Spring
Go
Created
Length given Deflection in Quarter Elliptical Spring
Go
Created
Length given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Length given Proof Load in Quarter Elliptical Spring
Go
Created
Load given Deflection in Quarter Elliptical Spring
Go
Created
Load given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Modulus of Elasticity given Deflection in Quarter Elliptical Spring
Go
Created
Modulus of Elasticity given Proof Load in Quarter Elliptical Spring
Go
Created
Number of Plates given Deflection in Quarter Elliptical Spring
Go
Created
Number of Plates given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Number of Plates given Proof Load in Quarter Elliptical Spring
Go
Created
Proof Load in Quarter Elliptical Spring
Go
Created
Thickness given Deflection in Quarter Elliptical Spring
Go
Created
Thickness given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Thickness given Proof Load in Quarter Elliptical Spring
Go
Created
Width given Deflection in Quarter Elliptical Spring
Go
Created
Width given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Width given Proof Load in Quarter Elliptical Spring
Go
Radial Thickness of the Element
(4)
Created
Radial Thickness of Element given Deflection Due to Moments on Arch Dam
Go
Created
Radial thickness of element given rotation due to moment on arch dam
Go
Created
Radial Thickness of Element given Rotation Due to Shear on Arch Dam
Go
Created
Radial Thickness of Element given Rotation Due to Twist on Arch Dam
Go
Radius of Pipe
(6)
Created
Radius of Pipe for Maximum Velocity at axis of Cylindrical Element
Go
Created
Radius of Pipe for Mean Velocity of Flow
Go
Created
Radius of Pipe given Discharge through Pipe
Go
Created
Radius of Pipe given Maximum Shear Stress at Cylindrical Element
Go
Created
Radius of Pipe given Velocity at any point in Cylindrical Element
Go
Created
Radius of Pipe given Velocity at any point in Cylindrical Element with Maximum Velocity
Go
Radius of the Wheel
(4)
Verified
Radius of Wheel for Tangential Velocity at Inlet Tip of Vane
Go
Verified
Radius of wheel for tangential velocity at outlet Tip of vane
Go
Verified
Radius of Wheel given Angular Momentum at Inlet
Go
Verified
Radius of wheel given angular momentum at outlet
Go
Rainwater Accumulation and Drainage on Bridges
(7)
Created
Average Rainfall Intensity given Runoff Rate of Rainwater from bridge during Rainstorm
Go
Created
Deck Width for handling Rainwater Runoff to Drain Scuppers
Go
Created
Drainage Area given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Created
Runoff Coefficient given Runoff Rate of Rainwater from bridge during Rainstorm
Go
Created
Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Created
Shoulder width for deck width of rainwater runoff to drain scuppers
Go
Created
Traffic Lane given Deck Width for handling Rainwater Runoff to Drain Scuppers
Go
Rectangular Section
(12)
Created
Depth of Flow given Hydraulic Radius in rectangle
Go
Created
Depth of Flow given Section Factor for rectangle channel
Go
Created
Depth of Flow given Wetted Area for rectangle
Go
Created
Depth of Flow given Wetted Perimeter for rectangle
Go
Created
Hydraulic Radius of open channel
Go
Created
Section Factor for rectangle
Go
Created
Wetted Area for rectangle
Go
Created
Wetted Perimeter for rectangular section
Go
Created
Width of Section given Hydraulic Radius of rectangle
Go
Created
Width of Section given Perimeter
Go
Created
Width of Section given Section Factor
Go
Created
Width of Section given Wetted Areas
Go
Rectangular Section
(4)
Created
Depth of flow given Hydraulic Radius in most Efficient rectangular channel
Go
Created
Depth of flow in Most Efficient channel for rectangular channel
Go
Created
Hydraulic Radius in most Efficient open channel
Go
Created
Width of Channel given Depth of flow in Most Efficient channels
Go
Redwood Viscometer
(5)
Created
Diameter of sphere given dynamic viscosity
Go
Created
Dynamic Viscosity given velocity
Go
Created
Mean Velocity of Sphere given Dynamic Viscosity
Go
Created
Specific Weight of Liquids given Dynamic Viscosity
Go
Created
Specific Weight of Sphere given Dynamic Viscosity
Go
Relative Accuray
(5)
Created
Relative Accuracy for First Order Class I
Go
Created
Relative Accuracy for First Order Class II
Go
Created
Relative Accuracy for Second Order Class I
Go
Created
Relative Accuracy for Second Order Class II
Go
Created
Relative Accuracy for Third Order
Go
Risk, Reliability and Safety Factor
(5)
Verified
Actual Value of Parameter Adopted in Design of Project given Safety Factor
Go
Verified
Equation for Safety Factor
Go
Verified
Equation for Safety Margin
Go
Verified
Risk given Reliability
Go
Verified
Value of Parameter obtained from Hydrological Considerations given Safety Factor
Go
6 More Risk, Reliability and Safety Factor Calculators
Go
SayBolt Universal Viscometer
(2)
Created
Kinematic Viscosity given time
Go
Created
Volume of Liquid given Kinematic Viscosity
Go
Scraper Production
(4)
Verified
Density of Material given Quantity of Scrap Produced
Go
Verified
Number of Scrapers Pusher can Load
Go
Verified
Quantity given Production Required
Go
Verified
Trips Per Hour given Production of Scrap by Machines
Go
21 More Scraper Production Calculators
Go
Section Factor
(4)
Created
Hydraulic Depth given Section Factor
Go
Created
Section Factor in open channel
Go
Created
Top Width given Section Factors
Go
Created
Wetted Area given Section Factor
Go
Section Modulus
(7)
Created
Breadth given Rectangular Section Modulus
Go
Created
Circular Section Modulus
Go
Created
Depth given Rectangular Section Modulus
Go
Created
Diameter given Circular Section Modulus
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 other Buildings given Fundamental Period
Go
Verified
Building Height for reinforced Concrete Frames given Fundamental Period
Go
Verified
Building Height for Steel Eccentrically Braced Frames given Fundamental Period
Go
Verified
Building Height for Steel Frame given Fundamental Period
Go
Verified
Fundamental period for steel frames
Go
Verified
Seismic coefficient for short period structures
Go
Verified
Seismic response Coefficient given Fundamental Period
Go
Verified
Total Lateral Force acting in direction of each of Principal 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 Juncture of Slab and Beam
Go
Created
Moment of Inertia of Transformed Section given Horizontal Shear Range
Go
Created
Shear Range due to Live and Impact Load given Horizontal Shear Range
Go
Created
Static Moment of Transformed Section given Horizontal Shear Range
Go
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 given longitudinal shear stress
Go
Created
Breadth for given longitudinal shear stress
Go
Created
Maximum distance from neutral axis to extreme fiber given longitudinal shear stress
Go
Created
Moment of Inertia given Longitudinal Shear Stress
Go
Slope protection
(5)
Created
Fetch given height of waves for fetch more than 20 miles
Go
Created
Height of wave from trough to crest given Velocity between 1 and 7 feet
Go
Created
Molitor-Stevenson equation for height of waves for fetch less than 20 miles
Go
Created
Molitor-Stevenson equation for height of waves for fetch more than 20 miles
Go
Created
Velocity when wave heights between 1 and 7 feet
Go
Snow Loads
(3)
Verified
Ground Snow Load using Roof Type
Go
Verified
Importance Factor using Roof Type
Go
Verified
Roof Type given Roof Snow Load
Go
6 More Snow Loads Calculators
Go
Soil Compaction Tests
(1)
Verified
Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method
Go
23 More Soil Compaction Tests Calculators
Go
Specific Energy and Critical Depth
(23)
Created
Area of Section Considering Condition of Maximum Discharge
Go
Created
Area of Section given Discharge
Go
Created
Area of Section of Open Channel Considering Condition of Minimum Specific Energy
Go
Created
Datum Height for Total Energy per unit weight of water in flow section
Go
Created
Depth of flow given Discharge
Go
Created
Depth of flow given Total Energy in flow section taking Bed Slope as Datum
Go
Created
Depth of flow given Total Energy per unit weight of water in flow section
Go
Created
Diameter of Section given Froude Number
Go
Created
Diameter of Section through Section Considering Condition of Minimum Specific Energy
Go
Created
Discharge through area
Go
Created
Discharge through Section Considering Condition of Maximum Discharge
Go
Created
Discharge through Section Considering Condition of Minimum Specific Energy
Go
Created
Froude Number given Velocity
Go
Created
Mean Velocity of flow for total energy per unit weight of water in flow section
Go
Created
Mean Velocity of Flow given Froude Number
Go
Created
Mean Velocity of flow given Total Energy in flow section taking Bed Slope as Datum
Go
Created
Mean Velocity of Flow through Section Considering Condition of Minimum Specific Energy
Go
Created
Top Width of Section Considering Condition of Maximum Discharge
Go
Created
Top Width of Section through Section Considering Condition of Minimum Specific Energy
Go
Created
Total Energy per unit weight of water in flow section
Go
Created
Total Energy per unit weight of water in flow section considering Bed Slope as Datum
Go
Created
Total Energy per unit weight of water in flow section given Discharge
Go
Created
Volume of Liquid Considering Condition of Maximum Discharge
Go
Specific Gravity
(10)
Verified
Specific Gravity for Force Exerted by Jet in Direction of Flow of Incoming Jet
Go
Verified
Specific Gravity for Force Exerted by Jet with relative velocity
Go
Verified
Specific Gravity for Work Done by Jet on Vane per Second
Go
Verified
Specific Gravity given Force Exerted by Jet in Direction of Flow
Go
Verified
Specific Gravity of fluid for Mass of Fluid Striking Vane per Second
Go
Verified
Specific Weight for Force Exerted by Jet in Direction of Flow
Go
Verified
Specific Weight for Force Exerted by Jet in Direction of Flow of Incoming Jet
Go
Verified
Specific Weight for Mass of Fluid Striking Vanes per Second
Go
Verified
Specific Weight given Force Exerted by Jet with relative velocity
Go
Verified
Specific weight when work done by jet on vane per second
Go
Specific Gravity
(9)
Verified
Fluid Weight given torque
Go
Verified
Specific Gravity for Mass of Fluid Striking Vane per Second
Go
Verified
Specific Gravity given angular momentum at Inlet
Go
Verified
Specific Gravity given Angular Momentum at Outlet
Go
Verified
Specific Gravity given Power delivered to wheel
Go
Verified
Specific Gravity given tangential momentum of fluid striking vanes at inlet
Go
Verified
Specific Gravity given tangential momentum of fluid striking vanes at outlet
Go
Verified
Specific Gravity given Work Done on Wheel per Second
Go
Verified
Specific gravity with given torque by fluid
Go
3 More Specific Gravity Calculators
Go
Specific Weight
(4)
Verified
Specific Weight given Mass Density
Go
Verified
Specific Weight of Fluid
Go
Verified
Specific Weight of Fluid given Specific Gravity
Go
Verified
Specific Weight using Equation of State given Absolute Pressure
Go
Spring
(20)
Created
Deflection of Square Section Wire Spring
Go
Created
Diameter of spring wire or coil given Stiffness of spring
Go
Created
Load given Deflection of Square Section Wire Spring
Go
Created
Mean radius given Deflection of Square Section Wire Spring
Go
Created
Mean Radius given Stiffness of Square Section Wire Spring
Go
Created
Mean radius of spring given Stiffness of spring
Go
Created
Modulus of Rigidity given Stiffness of spring
Go
Created
Modulus of rigidity given Stiffness of Square Section Wire Spring
Go
Created
Modulus of Rigidity using deflection of Spring
Go
Created
Number of coils given Deflection of Square Section Wire Spring
Go
Created
Number of spring coils given Stiffness of spring
Go
Created
Number of spring coils given Stiffness of Square Section Wire Spring
Go
Created
Springs in Parallel - Load
Go
Created
Springs in Parallel - Spring Constant
Go
Created
Springs in series- Deflections
Go
Created
Springs in series- Spring constants
Go
Created
Stiffness of spring
Go
Created
Stiffness of Square Section Wire Spring
Go
Created
Width given Deflection of Square Section Wire Spring
Go
Created
Width given Stiffness of Square Section Wire Spring
Go
SSD
(7)
Created
Intermediate Sight Distance
Go
Created
Stopping Sight Distance
Go
Created
Stopping sight distance for velocity in meter per second
Go
Created
Stopping Sight Distance given Intermediate Sight Distance
Go
Created
Stopping sight distance on level ground with breaking efficiency n
Go
Created
Stopping sight distance on upward inclined surface
Go
Created
Total reaction time given stopping sight distance
Go
Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law
(19)
Created
Discharge through Pipe given Pressure Gradient
Go
Created
Distance of Element from Center Line given Head Loss
Go
Created
Distance of Element from Center line given Shear Stress at any Cylindrical Element
Go
Created
Distance of Element from Center Line given Velocity at any point in Cylindrical Element
Go
Created
Distance of Element from Center Line given Velocity at any point with Maximum Velocity
Go
Created
Distance of Element from Center Line given Velocity Gradient at Cylindrical Element
Go
Created
Length of Pipe given Shear Stress at any Cylindrical Element
Go
Created
Maximum Shear Stress at Cylindrical Element
Go
Created
Maximum Velocity at axis of Cylindrical Element
Go
Created
Maximum Velocity at Axis of Cylindrical Element given Mean Velocity of Flow
Go
Created
Mean Velocity of Flow given Maximum Velocity at Axis of Cylindrical Element
Go
Created
Mean Velocity of Fluid Flow
Go
Created
Shear Stress at any Cylindrical Element
Go
Created
Shear Stress at any Cylindrical Element given Head Loss
Go
Created
Specific Weight of Liquid given Shear Stress at any Cylindrical Element
Go
Created
Velocity at any point in Cylindrical Element
Go
Created
Velocity at any Point in Cylindrical Element given Maximum Velocity at Axis
Go
Created
Velocity Gradient given Pressure Gradient at Cylindrical Element
Go
Created
Viscosity given Mean Velocity of Flow
Go
Steel Yield Strength
(10)
Created
Steel yield strength for Braced Non-Compact Section for LFD given Maximum Bending Moment
Go
Created
Steel yield strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length
Go
Created
Steel yield strength for Braced Non-Compact Section for LFD given Minimum Flange Thickness
Go
Created
Steel yield strength for Compact Section for LFD given Maximum Bending Moment
Go
Created
Steel yield strength for Compact Section for LFD given Maximum Unbraced Length
Go
Created
Steel yield strength for Compact Section for LFD given Minimum Flange Thickness
Go
Created
Steel yield strength for compact section for LFD given minimum web thickness
Go
Created
Steel yield strength on pins for buildings for LFD given allowable bearing stresses
Go
Created
Steel yield strength on pins not subject to rotation for Bridges for LFD given pin stresses
Go
Created
Steel yield strength on pins subject to rotation for bridges for LFD given pin stresses
Go
Stiffeners on Bridge Girders
(4)
Created
Actual stiffener spacing for minimum moment of inertia of transverse stiffener
Go
Created
Gross Cross-Sectional Area of Intermediate Stiffeners
Go
Created
Minimum moment of inertia of transverse stiffener
Go
Created
Web thickness for minimum moment of inertia of transverse stiffener
Go
Strain Energy
(18)
Created
Area given Stress Due to Gradually Applied Load
Go
Created
Area given Stress Due to Suddenly Applied Load
Go
Created
Area of Member given Strain Energy Stored by Member
Go
Created
Length of Member given Strain Energy Stored by Member
Go
Created
Load given Stress Due to Gradually Applied Load
Go
Created
Load given Stress Due to Suddenly Applied Load
Go
Created
Modulus of elasticity of Member given Strain Energy Stored by Member
Go
Created
Modulus of Elasticity of member with known Strain Energy Density
Go
Created
Modulus of Rigidity given Shear Resilience
Go
Created
Shear Resilience
Go
Created
Shear Stress given Shear Resilience
Go
Created
Strain Energy Stored by Member
Go
Created
Strain Energy Stored per Unit Volume
Go
Created
Stress Due to Gradually Applied Load
Go
Created
Stress Due to Impact Load
Go
Created
Stress Due to Suddenly Applied Load
Go
Created
Stress generated due to Strain Energy Density
Go
Created
Stress of Member given Strain Energy Stored by Member
Go
Streamlines, Equipotential Lines and Flow Net
(3)
Created
Component of Velocity in X direction given Slope of Equipotential Line
Go
Created
Component of velocity in Y direction given slope of equipotential line
Go
Created
Slope of Equipotential Line
Go
3 More Streamlines, Equipotential Lines and Flow Net Calculators
Go
Structural Engineering
(11)
Created
Area to maintain stress as wholly compressive given eccentricity
Go
Created
Beam breadth of uniform strength for simply supported beam when load is at centre
Go
Created
Beam Depth of uniform strength for simply supported beam when load is at centre
Go
Created
Breadth for rectangular section to maintain stress as wholly compressive
Go
Created
Eccentricity for Rectangular Section to maintain Stress as wholly Compressive
Go
Created
Eccentricity for solid circular sector to maintain stress as wholly compressive
Go
Created
Eccentricity in column for hollow circular section when stress at extreme fibre is zero
Go
Created
Eccentricity to maintain stress as wholly compressive
Go
Created
Loading of Beam of Uniform Strength
Go
Created
Section Modulus to maintain stress as wholly compressive given Eccentricity
Go
Created
Stress of beam of Uniform Strength
Go
Submerged Weirs
(17)
Verified
Coefficient of discharge given discharge through drowned portion
Go
Verified
Coefficient of discharge given discharge through free weir portion
Go
Verified
Coefficient of discharge if velocity is approached for submerged weir
Go
Verified
Coefficient of discharge if velocity is approached given discharge through free weir
Go
Verified
Discharge through drowned portion
Go
Verified
Discharge through drowned portion given total discharge over submerged weir
Go
Verified
Discharge through free weir if velocity is approached
Go
Verified
Discharge through free weir portion
Go
Verified
Discharge through free weir portion given total discharge over submerged weir
Go
Verified
Discharge through submerged weir if velocity is approached
Go
Verified
Head on downstream weir for discharge through free weir portion
Go
Verified
Head on upstream weir for discharge through drowned portion
Go
Verified
Head on upstream weir given discharge through free weir portion
Go
Verified
Length of crest for discharge through drowned portion
Go
Verified
Length of crest for discharge through free weir
Go
Verified
Length of Crest for Discharge through Free Weir Portion
Go
Verified
Total discharge over submerged weir
Go
Supports at Same Level
(10)
Created
Horizontal Component of Cable Tension for UDL
Go
Created
Maximum Reactions at Supports
Go
Created
Sag of Cable at midway between supports given Horizontal Component of Cable Tension for UDL
Go
Created
Sag of Cable at midway between supports given Maximum Reactions at Supports
Go
Created
Span Length given Horizontal Component of Cable Tension for UDL
Go
Created
Span Length given Vertical Reaction at Supports
Go
Created
UDL given Maximum Reactions at Supports
Go
Created
UDL given Vertical Reaction at Supports
Go
Created
Uniformly distributed Load given Horizontal Component of Cable Tension for UDL
Go
Created
Vertical Reaction at Supports
Go
Surf Zone Waves
(1)
Verified
Root-mean-square Wave Height at Breaking
Go
8 More Surf Zone Waves Calculators
Go
Surface Tension
(4)
Verified
Surface Tension given Capillary Rise or Depression
Go
Verified
Surface Tension given Pressure Intensity inside Droplet
Go
Verified
Surface Tension given Pressure Intensity inside Liquid Jet
Go
Verified
Surface Tension given Pressure Intensity inside Soap Bubble
Go
Surge due to Sudden Increase of Flow
(13)
Created
Absolute velocity of surge moving towards right
Go
Created
Absolute velocity of surge moving towards right in negative surges
Go
Created
Celerity of wave from Lagrange's celerity equation
Go
Created
Celerity of wave given negligible surge height
Go
Created
Celerity of Wave given Two Depths
Go
Created
Celerity of wave in non uniform flow
Go
Created
Celerity of wave when surge height is less than depth
Go
Created
Depth of flow at point given absolute velocity of surge moving towards right
Go
Created
Depth of flow given absolute velocity of surge moving towards right with depth
Go
Created
Depth of Flow given celerity of wave from Lagrange's celerity equation
Go
Created
Heights of surge given celerity of wave
Go
Created
Surge Height using Velocity at Depth2 when Surge Height is Negligible
Go
Created
Surge height when celerity of wave is less than depth
Go
Surge due to Sudden Reduction of Flow
(16)
Created
Absolute velocity of surge moving towards right in postive surges
Go
Created
Absolute velocity of surge moving towards right when flow is completely stopped
Go
Created
Celerity of Wave given Surge Height for surge height is negligible depth of flow
Go
Created
Celerity of Wave given Velocity at depth1
Go
Created
Celerity of Wave in surges
Go
Created
Depth of Flow given Absolute Velocity of Surge moving towards Right
Go
Created
Depth of flow given celerity of wave
Go
Created
Depth of Flow using Absolute Velocity of Surge when Flow is Completely Stopped
Go
Created
Depth of flow2 given Absolute velocity of surge moving towards right direction
Go
Created
Depth of flow2 when Absolute velocity of surge when flow is completely stopped
Go
Created
Height of Surge when surge height is negligible depth of flow
Go
Created
Height of Surges given Celerity of Wave
Go
Created
Velocity at Depth1 given Absolute velocity of surge moving toward right
Go
Created
Velocity at Depth1 when Absolute velocity of surge when flow is completely stopped
Go
Created
Velocity at Depth1 when Height of Surge for surge height is negligible depth of flow
Go
Created
Velocity at Depth2 given Absolute velocity of surges moving toward right
Go
Tangential momentum and Tangential velocity
(6)
Verified
Tangential Momentum of Fluid Striking Vanes at Inlet
Go
Verified
Tangential Momentum of Fluid Striking Vanes at outlet
Go
Verified
Tangential Velocity at Inlet Tip of Vane
Go
Verified
Tangential Velocity at Outlet Tip of Vane
Go
Verified
Velocity given tangential momentum of fluid striking vanes at inlet
Go
Verified
Velocity given Tangential Momentum of Fluid Striking Vanes at Outlet
Go
Temperature Corrections
(4)
Created
Pull on Tape given Sag Correction between Points of Support
Go
Created
Sag Correction between Points of Support
Go
Created
Tape weight per foot for Sag Correction between Points of Support
Go
Created
Unsupported Tape Length given Sag Correction between Points of Support
Go
3 More Temperature Corrections Calculators
Go
Temperature Stresses and Strains
(9)
Created
Change in Temperature using Temperature Stress for Tapering Rod
Go
Created
Coefficient of thermal expansion given temperature stress for tapering rod section
Go
Created
Diameter of Tyre given Temperature Strain
Go
Created
Diameter of Wheel given Temperature Strain
Go
Created
Modulus of Elasticity given Temperature Stress for Tapering Rod Section
Go
Created
Modulus of Elasticity using hoop Stress due to temperature fall
Go
Created
Temperature Strain
Go
Created
Temperature Stress for Tapering Rod Section
Go
Created
Thickness of tapered bar using Temperature Stress
Go
Theory of Errors
(3)
Created
Mean Error given Specified Error of Single Measurement
Go
Created
Mean Error given Sum of Errors
Go
Created
Probable Error of Mean
Go
18 More Theory of Errors Calculators
Go
Thermal Expansion of Pipe
(7)
Created
Coefficient of Thermal Expansion of Pipe Material given Stress due t