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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/
1566
Formulas Created
426
Formulas Verified
229
Across Categories
List of Calculators by Rithik Agrawal
Following is a combined list of all the calculators that have been created and verified by Rithik Agrawal. Rithik Agrawal has created 1566 and verified 426 calculators across 229 different categories till date.
Deflection
(4)
Created
Deflection in leaf spring given moment
Go
Created
Deflection in Leaf Spring when Load is Given
Go
Created
Deflection when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Created
Deflection when Proof Load on Leaf Spring is Given
Go
Dynamic Viscosity
(6)
Created
Dynamic Viscosity for known Rate of Flow
Go
Created
Dynamic Viscosity for Pressure Reduction over the Length of Piston
Go
Created
Dynamic Viscosity for Shear Force Resisting the Motion of Piston
Go
Created
Dynamic Viscosity for Vertical Upward Force on Piston with Piston Velocity
Go
Created
Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given
Go
Created
Dynamic Viscosity when Velocity of Flow in Oil Tank is Given
Go
Mean Velocity of Flow
(5)
Created
Mean Velocity of Flow given Pressure Head Drop
Go
Created
Mean Velocity of Flow when Maximum Velocity is Given
Go
Created
Mean Velocity of Flow when Pressure Difference is Given
Go
Created
Mean Velocity of Flow when Pressure Gradient is Given
Go
Created
Mean Velocity of Flows
Go
Modulus of Elasticity
(4)
Created
Modulus of Elasticity in Leaf Spring when deflection is established
Go
Created
Modulus of Elasticity when Deflection in Leaf Spring and Moment are Given
Go
Created
Modulus of Elasticity when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Created
Modulus of Elasticity when Proof Load on Leaf Spring is Given
Go
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 the 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 the shear stress in a member subjected to axial load
Go
Pressure Gradient
(6)
Created
Pressure Gradient given Maximum Shear Stress
Go
Created
Pressure Gradient when Discharge is Given
Go
Created
Pressure Gradient when Maximum Velocity between Plates is Given
Go
Created
Pressure Gradient when Mean Velocity of Flows is Given
Go
Created
Pressure Gradient when Shear Stress Distribution Profile is Given
Go
Created
Pressure Gradient when Velocity Distribution Profile is Given
Go
Velocity of Piston
(6)
Created
Velocity of Piston for Shear Force Resisting the Motion of Piston
Go
Created
Velocity of Piston for Vertical Upward Force on Piston
Go
Created
Velocity of Piston when Rate of Flow is Given
Go
Created
Velocity of Piston when Shear Stress resisting the Motion of Piston is Given
Go
Created
Velocity of Piston when Velocity of Flow in Oil Tank is Given
Go
Created
Velocity of Pistons for Pressure Drop over the 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 a Liquid for an 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
American Iron and Steel Institute (AISI) Design
(3)
Verified
Design stress with factor of safety two
Go
Verified
The ultimate wall stress given given ratio of pipe diameter to radius of gyration is more than 500
Go
Verified
Ultimate Wall Stress given Ratio of Pipe Diameter to Radius of Gyration
Go
10 More American Iron and Steel Institute (AISI) Design Calculators
Go
Angular Momentum Principles
(6)
Created
Change in Rate of Flow when Torque Exerted on the Fluid is Given
Go
Created
Radial distance r1 when Torque Exerted on the Fluid is Given
Go
Created
Radial distance r2 when Torque Exerted on the Fluid is Given
Go
Created
Torque Exerted on the Fluid
Go
Created
Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given
Go
Created
Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given
Go
Arch Dams
(22)
Created
Angle Between Crown and Abutments when Thrust at Abutments of an Arch Dam is Given
Go
Created
Constant K1 when Rotation Due to Moment on a Arch Dam is Given
Go
Created
Constant K2 when Deflection Due to Thrust on a Arch Dam is Given
Go
Created
Constant K3 when Deflection Due to Shear on a Arch Dam is Given
Go
Created
Constant K4 when Rotation Due to Twist on a Arch Dam is Given
Go
Created
Constant K5 when Deflection Due to Moments on a Arch Dam is Given
Go
Created
Constant K5 when Rotation Due to Shear on a Arch Dam is Given
Go
Created
Deflection Due to Moments on a Arch Dam
Go
Created
Deflection Due to Shear on a Arch Dam
Go
Created
Deflection Due to Thrust on a Arch Dam
Go
Created
Extrados Stresses on a Arch Dam
Go
Created
Intrados Stresses on a Arch Dam
Go
Created
Normal Radial Pressure at the centerline when Moment at Abutments of an Arch Dam is Given
Go
Created
Normal Radial Pressure at the centerline when Moment at Crown of an Arch Dam is Given
Go
Created
Normal Radial Pressure at the centerline when Thrust at Abutments of an Arch Dam is Given
Go
Created
Normal Radial Pressure at the centerline when Thrust at Crown of an Arch Dam is Given
Go
Created
Radius to the centerline when Thrust at Abutments of an Arch Dam is Given
Go
Created
Rotation Due to Moment on a Arch Dam
Go
Created
Rotation Due to Shear on a Arch Dam
Go
Created
Rotation Due to Twist on a Arch Dam
Go
Created
Shear Force when Deflection Due to Shear on a Arch Dam is Given
Go
Created
Shear Force when Rotation Due to Shear on a Arch Dam is Given
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 when Stress in Steel for shored Members is Given
Go
Created
Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given
Go
Created
Stress in Steel for Shored Members
Go
Created
Stress in Steel for Unshored Members
Go
Braking Distance
(6)
Created
Braking distance on an inclined surface
Go
Created
Braking distance on an inclined surface with efficiency n
Go
Created
Braking Distance on level ground with efficiency
Go
Created
Breaking Distance
Go
Created
Breaking Distance when Stopping Sight Distance is Given
Go
Created
Breaking Distance when Velocity is in Kmph
Go
Breaker Index
(3)
Verified
Breaker Depth Index when Wave Period is Given
Go
Verified
Wave Height at Incipient Breaking for known Breaker Depth Index
Go
Verified
Wave Period when Breaker Depth Index is Given
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 when Allowable Bearing Stress for bolts is Given
Go
Broad Crested Weir
(21)
Verified
Actual discharge over broad crested weir
Go
Verified
Additional head when head for broad crested weir is given
Go
Verified
Coefficient of discharge if velocity is considered for discharge over crested weir
Go
Verified
Coefficient of discharge when actual discharge over broad crested weir is given
Go
Verified
Coefficient of discharge when discharge of weir if critical depth is constant is given
Go
Verified
Critical Depth due to reduction in area of flow section when total head is given
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 when head for broad crested weir is given
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
Length of crest when actual discharge over broad crested weir is given
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 for known head
Go
Buoyancy Force and Center of Buoyancy
(9)
Verified
Buoyancy force when volume of vertical prism is given
Go
Verified
Buoyant force on vertical prism
Go
Verified
Buoyant Force When a Body Floats at between two immiscible fluids of specificweights
Go
Verified
Cross Sectional Area of Prism when Buoyancy Force is given
Go
Verified
Cross Sectional Area of Prism when Volume of Vertical Prism dV is given
Go
Verified
Pressure Head Difference when Buoyancy Force is given
Go
Verified
Pressure Head Difference when Volume of Vertical Prism dV is given
Go
Verified
Specific Weight pf the Fluid when Buoyancy Force is given
Go
Verified
Volume of Vertical Prism
Go
3 More Buoyancy Force and Center of Buoyancy Calculators
Go
Buttress Dams
(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 a 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 Inertia for Maximum Intensity in horizontal plane on Buttress Dam
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 Kinematic Viscosity
Go
Created
Diameter of Pipe using Dynamic Viscosity with time
Go
Created
Diameter of Pipe when Dynamic Viscosity with length is Given
Go
Created
Discharge when Dynamic Viscosity is established
Go
Created
Dynamic Viscosity given Discharge of pipe over length
Go
Created
Dynamic Viscosity of fluids in flow
Go
Created
Head given Kinematic Viscosity
Go
Created
Head when Dynamic Viscosity is established
Go
Created
Kinematic Viscosity of flow
Go
Created
Length of Pipe given Kinematic Viscosity
Go
Created
Length of Pipe when Dynamic Viscosity is established
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 when Tension at any Point of the Simple Cable with a UDL is Given
Go
Created
Horizontal component when tension at any point of simple cable with UDL is established
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 when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
Created
Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
Created
Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
Created
Total sag given catenary parameter for UDL on catenary parabolic cable
Go
Created
UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
Circular Section
(14)
Created
Angle of Sector when Top Width is Given
Go
Created
Angle of Sector when Wetted Perimeter is Given
Go
Created
Diameter of Section given Wetted Area
Go
Created
Diameter of Section when Hydraulic Depth is Given
Go
Created
Diameter of Section when Hydraulic Radius for channel is Given
Go
Created
Diameter of Section when Section Factor is Given
Go
Created
Diameter of Section when Top Width is Given
Go
Created
Diameter of Section when Wetted Perimeter is Given
Go
Created
Hydraulic Depth of circle
Go
Created
Hydraulic Radius when angle is given
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
(20)
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 when Depth of flow in most efficient channel for maximum velocity is Given
Go
Created
Diameter of Section when Depth of flow in most Efficient Channel section is Given
Go
Created
Diameter of Section when flow depth in most efficient channel is Given
Go
Created
Diameter of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
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
Hydraulic Radius of most Efficient Channel
Go
Created
Radius of Section when Depth of flow in Efficient Channel is Given
Go
Created
Radius of Section when Depth of flow in most efficient channel for maximum velocity is Given
Go
Created
Radius of Section when Depth of flows in most efficient channel is Given
Go
Created
Radius of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
Go
Created
Radius of Section when Hydraulic Radius is Given
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
Extension of Circular Tapering Rod
Go
Created
Extension of Circular Tapering Rod for a particular section where diameters are equal
Go
Created
Length of Circular tapered rod with uniform cross section
Go
Created
Length of Circular Tapering rod
Go
Created
Load at the End for known extension of Circular Tapering Rod
Go
Created
Modulus of Elasticity for known Extension of Circular Tapering rod
Go
Created
Modulus of Elasticity of Circular Tapering Rod with uniform cross section section
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 a close-coiled helical spring
Go
Created
Diameter of spring wire or coil when Deflection for a close-coiled helical spring is Given
Go
Created
Load applied on spring axially when Deflection for a close-coiled helical spring is Given
Go
Created
Load given Total Maximum Shear Stress for a close coiled helical spring having axial pull
Go
Created
Mean radius of spring when Deflection for a close-coiled helical spring is Given
Go
Created
Modulus of rigidity given Deflection for close-coiled helical spring
Go
Created
Number of spring coils when Deflection for a close-coiled helical spring is Given
Go
Created
Total Maximum Shear Stress for a close coiled helical spring having axial pull
Go
Coaxial Cylinder Viscometers
(22)
Created
Clearance when Radius of Cylinder is Given
Go
Created
Clearance when Torque exerted on Outer Cylinder is Given
Go
Created
Dynamic Viscosity of Fluid Flow when torque is known
Go
Created
Dynamic Viscosity when Torque exerted on Outer Cylinder is Given
Go
Created
Dynamic Viscosity when Total Torque is Given
Go
Created
Height of Cylinder when Dynamic Viscosity of Fluid is Given
Go
Created
Height of Cylinder when Torque exerted on Inner Cylinder is Given
Go
Created
Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given
Go
Created
Radius of Inner Cylinder when Torque exerted on Outer Cylinder is Given
Go
Created
Radius of Inner Cylinder when Velocity Gradient is Given
Go
Created
Radius of Outer Cylinder when Velocity Gradient is Given
Go
Created
Shear Stress on Cylinder given Torque exerted on Inner Cylinder
Go
Created
Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given
Go
Created
Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given
Go
Created
Speed of Outer Cylinder when Total Torque is Given
Go
Created
Speed of Outer Cylinder when Velocity Gradient is Given
Go
Created
Torque exerted on Inner Cylinder
Go
Created
Torque exerted on Inner Cylinder when Dynamic Viscosity of Fluid is Given
Go
Created
Torque exerted on Outer Cylinder
Go
Created
Total Torque
Go
Created
Velocity Gradients
Go
Created
Viscometer Constant when Total Torque is Given
Go
Coefficient of friction
(4)
Created
Coefficient of friction when stopping sight distance is given
Go
Created
Coefficient of Longitudinal Friction when Breaking Distance is Given
Go
Created
Coefficient of Longitudinal Friction when Retardation of the Vehicle is Given
Go
Created
Coefficient of Longitudinal Friction when velocity in Breaking Distance in in Kmph is Given
Go
Columns
(5)
Created
Height for known Wind Pressure
Go
Created
Longitudinal Shear Stress
Go
Created
Pressure walls and pillars subjected to wind pressure
Go
Created
Transverse shear given longitudinal shear stress
Go
Created
Unit Weight of Material for known 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 when Combined Bending and Torsion Condition is given
Go
Created
Bending moment when Combined Bending and Torsion Condition is given
Go
Created
Bending Stress given Combined Bending and Torsional Stress
Go
Created
Combined Bending and Torsion Condition
Go
Created
Combined bending and torsional stress
Go
Created
Torsional moment when member is subjected to both bending and torsion
Go
Created
Torsional stress when combined bending and torsional stress is given
Go
Complementary Induced Stress
(6)
Created
Angle of the oblique plane given normal stress when complementary shear stresses are induced
Go
Created
Angle of the oblique plane given 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 the effect of complementary shear stresses and shear stress in oblique plane
Go
Created
Shear stress due to the 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 when Conveyance of Channel Section is Given
Go
Created
Area of Channel Section when Discharge is Given
Go
Created
Bed Slope of Channel Section when Discharge is Given
Go
Created
Bed Slope when Discharge is Given
Go
Created
Chezy Constant when Conveyance of Channel Section is Given
Go
Created
Chezy Constant when Discharge is Given
Go
Created
Conveyance of Channel Section
Go
Created
Conveyance when Discharge is Given
Go
Created
Discharge through channel
Go
Created
Discharge when Conveyance is Given
Go
Created
Hydraulic Radius of Channel Section when Conveyance of Channel Section is Given
Go
Created
Hydraulic Radius of Channel Section when Discharge is Given
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
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 when Discharge for Steady Incompressible Fluid is Given
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 of Flow when Critical Energy for Parabolic Channel is Given
Go
Created
Critical Depth when Critical Energy for Rectangular Channel is Given
Go
Created
Critical Depth when Critical Energy for Triangular Channel is Given
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 per unit Width when Critical Depth for Rectangular Channel is Given
Go
Created
Discharge when Critical Depth for Parabolic Channel is Given
Go
Created
Discharge when Critical Depth for Triangular Channel is Given
Go
Created
Discharge when Critical Section Factor is Given
Go
Created
Side Slope of Channel when Critical Depth for Parabolic Channel is Given
Go
Created
Side Slope of Channel when Critical Depth for Triangular Channel is Given
Go
Culverts on Subcritical Slopes
(14)
Created
Bed Slope using the Mannings equation
Go
Created
Entrance Loss Coefficient using the formula for Head on Entrance measured from Bottom of Culvert
Go
Created
Entrance Loss Coefficient when Head on Entrance using Mannings formula is Given
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
Hydraulic Radius when Head on Entrance using Mannings formula is Given
Go
Created
Mannings Formula for Bed Slope given Velocity of Flow in Culverts
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 when Head on Entrance measured from Bottom of Culvert is Given
Go
Created
Normal Depth of Flow when Head on Entrance measured from Bottom using Mannings formula is Given
Go
Created
Roughness Coefficient when Head on Entrance using Mannings formula is Given
Go
Created
Velocity of Flow through Mannings Formulas in Culverts
Go
Created
Velocity of Flow when Head on Entrance measured from Bottom of Culvert is Given
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal.
(5)
Created
Liquid Column Height 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 Equation of Free Surface of Liquid
Go
Created
Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given
Go
Created
Equation of Free Surface of liquid
Go
Created
Pressure at any point with origin at free surface
Go
Created
Radial Distance for Pressure at any point with origin at free surface
Go
Created
Radial Distance given Centripetal Acceleration from Axis
Go
Created
Vertical depth when pressure at any point with origin at free surface is given
Go
Dams on Soft or Porous Foundations
(24)
Created
Area when Discharge under Dams on Soft or Porous Foundations is Given
Go
Created
Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations
Go
Created
Depth below Surface when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Created
Discharge under Dams on Soft or Porous Foundations
Go
Created
Discharge when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created
Equipotential Lines when discharge for Dams on Soft Foundations is Given
Go
Created
Equipotential Lines when Hydraulic gradient per unit head for Dams on Soft Foundations is Provided
Go
Created
Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Length of Conduit after using the Area of Pipe in Discharge
Go
Created
Length of Conduit when Discharge under Dams on Soft or Porous Foundations is Given
Go
Created
Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Created
Maximum Velocity when New Material Coefficient C 2 for Dams on Soft Foundations is Given
Go
Created
Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
Go
Created
Neutral stress per unit area for Dams on Soft Foundations
Go
Created
New Material Coefficient C2 for Dams on Soft or Porous Foundations
Go
Created
Number of Beds Given the Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Created
Number of Beds when discharge for Dams on Soft Foundations is Given
Go
Created
Permeability when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created
Saturation 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 when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Created
Total Pressure per unit Area for Dams on Soft Foundations
Go
Created
Velocity when Length of Conduit after using the Area of Pipe in Discharge is Given
Go
Created
Void Ratio when Total Pressure per unit Area for Dams on Soft Foundations is Given
Go
Darcy – Weisbach Equation
(21)
Created
Area of Pipe when Total Required Power is Given
Go
Created
Density of Fluid when Friction Factor is established
Go
Created
Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given
Go
Created
Density of Liquid when Shear Stress with darcy Friction Factor is Given
Go
Created
Diameter of Pipe when Friction Factor is established
Go
Created
Diameter of Pipe when Head Loss due to Frictional Resistance is established
Go
Created
Discharge when Total Required Power is Given
Go
Created
Dynamic Viscosity when Friction Factor is established
Go
Created
Head Loss due to Frictional Resistance
Go
Created
Length of Pipe when Head Loss due to Frictional Resistance is Given
Go
Created
Length of Pipe when Total Required Power is Given
Go
Created
Length of Pipe when Total Required Power with Discharge is Given
Go
Created
Pressure Gradient when Total Required Power is Given
Go
Created
Pressure Gradient when Total Required Power with Discharge is Given
Go
Created
Reynolds Number when Friction Factor is Given
Go
Created
Shear Stress when Friction Factor is Given
Go
Created
Shear Stress when Friction Factor with density is Given
Go
Created
Shear Velocity
Go
Created
Specific Weight of Liquid when Shear Stress with Friction Factor is Given
Go
Created
Total Required Power
Go
Created
Total Required Power when Discharge is Provided
Go
Dash - Pot Mechanism
(24)
Created
Diameter of Piston when Pressure reduction over the Length of Piston is Given
Go
Created
Diameter of Piston when Rate of Flow is Given
Go
Created
Diameter of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Created
Diameter of Piston when Shear Stress resisting the Motion of Piston is Given
Go
Created
Diameter of Piston when Vertical Upward Force on Piston is Given
Go
Created
Length of Piston for Pressure Drop over the 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 when Shear Force Resisting the Motion of Piston is Given
Go
Created
Pressure Drop over Piston
Go
Created
Pressure Drop over the Length of Piston when Vertical Upward Force on Piston is Given
Go
Created
Pressure Gradient when Rate of Flow is established
Go
Created
Pressure Gradient when Velocity of Flow in Oil Tank is Given
Go
Created
Rate of Flow when velocity of piston is given
Go
Created
Shear Force resisting motion of piston
Go
Created
Shear Force Resisting the Motion of Piston
Go
Created
Shear Force when Total Force is Given
Go
Created
Shear Stress resisting the motion of piston
Go
Created
Shear Stress when Shear Force Resisting the Motion of Piston is Given
Go
Created
Total Forces
Go
Created
Velocity of Flow in Oil Tank
Go
Created
Vertical Force when Total Force is Given
Go
Created
Vertical Upward Force on Piston
Go
Created
Vertical Upward Force on Piston when Piston Velocity is established
Go
Deflection
(2)
Verified
Deflection due to Self Weight when Short Term Deflection at Transfer is given
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 when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Verified
Moment of Inertia for deflection due to prestressing in doubly harped tendon
Go
Verified
Young's Modulus in terms of Deflection Due to Prestressing for a doubly Harped Tendon
Go
15 More Deflection Due to Prestressing Force Calculators
Go
Density Currents in Harbors
(21)
Verified
Average depth of harbor for known water volume exchanged during entire tide period
Go
Verified
Average Harbor Depth when Portion caused by filling is given
Go
Verified
Average River Density over one Tide Period when Relative Density is given
Go
Verified
Cross Sectional Area of Entrance for known Water Volume exchanged during an entire Tide Period
Go
Verified
Density Influence given Ratio of Water Volume entering Harbor per Tide
Go
Verified
Difference between the High and Low tide level when the portion caused by filling is given
Go
Verified
Maximum River Density when Relative Density is given
Go
Verified
Minimum River Density when Relative Density is given
Go
Verified
Portion caused by Filling evaluated by comparing the Tidal Prism of Harbor to Total Harbor Volume
Go
Verified
Portion caused by Filling in terms of average Harbor Depth
Go
Verified
Portion caused by Filling when Ratio of Water Volume entering Harbor per Tide is given
Go
Verified
Ratio of Water Volume entering the Harbor per Tide to the Harbor Volume
Go
Verified
Relative Density for known Water Volume exchanged during an entire Tide Period
Go
Verified
Relative Density in terms of River Density
Go
Verified
Relative Density when Velocity in Dry Bed Curve is given
Go
Verified
Tidal prism of harbor basin
Go
Verified
Tidal Prism of Harbor Basin when difference between the High and Low Tide Levels is given
Go
Verified
Total Harbor Volume based upon Depth
Go
Verified
Total Harbor Volume based upon depth when difference between high and low tide levels is given
Go
Verified
Total Water Volume exchanged during an entire Tide Period
Go
Verified
Velocity in Dry Bed Curve
Go
3 More Density Currents in Harbors Calculators
Go
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 Highway Culverts
(10)
Verified
Bulking stress
Go
Verified
Flexibility factor
Go
Verified
Modulus of elasticity for given flexibility factor
Go
Verified
Moment of inertia given flexibility factor
Go
Verified
Pipe Diameter given Bulking Stress
Go
Verified
Pipe Diameter using Flexibility Factor
Go
Verified
Radius of gyration given bulking stress
Go
Verified
Soil Stiffness Factor given Bulking Stress
Go
Verified
Span Diameter given Thrust
Go
Verified
Thrust of structure
Go
7 More Design of Highway Culverts Calculators
Go
Design of Rapid Mix Basin and Flocculation Basin
(8)
Verified
Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given
Go
Verified
Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given
Go
Verified
Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given
Go
Verified
Power Requirement for Rapid Mixing Operations in Wastewater Treatment
Go
Verified
Time in Minutes Per Day when Volume of the Flocculation Basin is Given
Go
Verified
Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given
Go
Verified
Volume of Rapid Mix Basin
Go
Verified
Wastewater Flow when Volume of Rapid Mix Basin is Given
Go
11 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Determination of Metacentric Height
(3)
Verified
Angle Made by the Pendulum
Go
Verified
Distance Moved by Pendulum on the Horizontal scale
Go
Verified
Length of Plumb Line
Go
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 when Maximum Velocity at axis of Cylindrical Element is Given
Go
Created
Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given
Go
Created
Dynamic Viscosity when Velocity at any point in Cylindrical Element is Given
Go
Dynamic Viscosity
(6)
Created
Dynamic Viscosity when Maximum Velocity between Plates is Given
Go
Created
Dynamic Viscosity when Mean Velocity of Flow with Pressure Gradient is Given
Go
Created
Dynamic Viscosity when Pressure Difference is Given
Go
Created
Dynamic Viscosity when Pressure Head Drop is Given
Go
Created
Dynamic Viscosity when Rate of Flow with pressure gradient is Given
Go
Created
Dynamic Viscosity when Velocity Distribution Profile is Given
Go
Earth Dam
(25)
Created
Angle of incidence of waves by Zuider Zee formula
Go
Created
Coefficient of Permeability Given the Seepage Discharge in an Earth Dam
Go
Created
Coefficient of Permeability when Maximum and Minimum permeability is Given for a Earth Dam
Go
Created
Coefficient of Permeability when Quantity of seepage in length of dam is given
Go
Created
Fetch when the height of waves for fetch more than 20 miles is Given
Go
Created
Head difference between headwater and tail water when Quantity of seepage in length of dam is given
Go
Created
Height of Wave Action using Zuider Zee Formula
Go
Created
Height of Wave from Trough to Crest given Height of Wave Action by Zuider Zee Formula
Go
Created
Height of wave from trough to crest when Velocity between 1 and 7 feet is Given
Go
Created
Hydraulic Gradient Given the Seepage Discharge in an Earth Dam
Go
Created
Length of dam to which the flow net applies when Quantity of seepage in length of dam is given
Go
Created
Maximum Permeability when Coefficient of Permeability is Given for a Earth Dam
Go
Created
Minimum Permeability when Coefficient of Permeability is Given for a Earth Dam
Go
Created
Number of equipotential drops of net when Quantity of seepage in length of dam is given
Go
Created
Number of flow channels of net water when Quantity of seepage in length of dam is given
Go
Created
Quantity of seepage in length of dam under Consideration
Go
Created
Seepage Discharge in an Earth Dam
Go
Created
Setup above Pool Level using Zuider Zee Formula
Go
Created
Superficial area of flow Given the Seepage Discharge in an Earth Dam
Go
Created
The Molitor-Stevenson equation for the height of waves for fetch less than 20 miles
Go
Created
The Molitor-Stevenson equation for the height of waves for fetch more than 20 miles
Go
Created
Time Taken when Seepage Discharge in an Earth Dam is Given
Go
Created
Velocity when wave heights between 1 and 7 feet
Go
Created
Zuider Zee formula for Average depth of Water given Setup above Pool level
Go
Created
Zuider Zee Formula for Fetch Length given Setup above Pool Level
Go
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 when Error in Head for a Rectangular Weir is given
Go
Verified
Error in Computed Discharge when Error in Head for a Triangular Weir is given
Go
Verified
Error in Head for a Rectangular Weir
Go
Verified
Error in Head for a Triangular Weir
Go
Elastic Modulus of Rock
(6)
Created
Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given
Go
Created
Elastic Modulus of Rock when Deflection Due to Shear on a Arch Dam is Given
Go
Created
Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given
Go
Created
Elastic Modulus of Rock when Rotation Due to Moment on a Arch Dam is Given
Go
Created
Elastic Modulus of Rock when Rotation Due to Shear on a Arch Dam is Given
Go
Created
Elastic Modulus of Rock when Rotation Due to Twist on a Arch Dam is Given
Go
Elbow Meter
(4)
Created
Coefficient of Discharge of Elbow Meter when Discharge is Given
Go
Created
Cross Sectional Area of Elbow Meter when Discharge is Given
Go
Created
Differential Pressure Head of Elbow Meter
Go
Created
Discharge through pipe in elbowmeter
Go
Elongation of Tapering Bar due to Self Weight
(13)
Created
Elongation of Tapering Bar due to Self Weight
Go
Created
Elongation of Tapering Bar due to Self Weight when Cross-sectional area is Given
Go
Created
Length of Bar given Elongation of Tapering Bar due to Self Weight
Go
Created
Length of Bar when Elongation of Tapering Bar with Cross-sectional area is Given
Go
Created
Length of Rod given Elongation due to Self Weight in Uniform Bar
Go
Created
Load on Rod when Extension of Circular Tapering Rod for a particular section is Given
Go
Created
Modulus of Elasticity of Bar given Elongation of Tapering Bar due to Self Weight
Go
Created
Modulus of Elasticity of Bar when Elongation due to Self Weight in Uniform Bar is established
Go
Created
Modulus of Elasticity of Bar when Elongation of Tapering Bar with Cross-sectional area is Given
Go
Created
Self Weight of tapering section when elongation is established
Go
Created
Self Weight of Uniform Bar when elongation is established
Go
Created
Weight of Bar given Elongation due to Self Weight in Uniform Bar
Go
Created
Weight of Bar when Elongation of Tapering Bar due to self weight is Given
Go
Energy Slope
(4)
Created
Chezy Formula for Energy Slope of Rectangular Channel
Go
Created
Energy Slope of channel when Energy Gradient is Given
Go
Created
Energy Slope of Rectangular channel
Go
Created
Energy Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Entrance and Exit Submerged
(6)
Created
Entrance Loss Coefficient when Velocity of Flow Fields is Given
Go
Created
Head Loss in the Flow
Go
Created
Hydraulic Radius of Culvert when Velocity of Flow Fields is Given
Go
Created
Length of Culvert when Velocity of Flow Fields is Given
Go
Created
Mannings Roughness Coefficient when Velocity of Flow Fields is Given
Go
Created
Velocity of Flow Fields
Go
Estimating Marine and Coastal Winds
(11)
Verified
Coefficient of Drag at 10-m Reference Level for known Wind Stress
Go
Verified
Friction velocity for known wind speed at height above surface
Go
Verified
Friction Velocity when Wind Stress is known
Go
Verified
Height z above the Surface when standard reference wind Speed is known
Go
Verified
Rate of Momentum Transfer at the Standard Reference Height for Winds
Go
Verified
Wind Speed at Height z above the Surface
Go
Verified
Wind Speed at Height z above the Surface when standard reference wind Speed is known
Go
Verified
Wind Speed at standard 10-m Reference Level
Go
Verified
Wind Speed for known Coefficient of Drag at 10-m Reference Level
Go
Verified
Wind Stress in parametric form
Go
Verified
Wind Stress when Friction Velocity is known
Go
13 More Estimating Marine and Coastal Winds Calculators
Go
Euler's Equation of Motion
(10)
Created
Datum Height at Section 1 from Bernoulli Equation
Go
Created
Datum Height in terms of Piezometric Head for Steady Non-Viscous Flow
Go
Created
Piezometric Head for a Steady Non Viscous Flow
Go
Created
Pressure at Section 1 from Bernoulli Equation
Go
Created
Pressure Head for a Steady Non Viscous Flow
Go
Created
Pressure when Piezometric Head for a Steady Non Viscous Flow is Given
Go
Created
Pressure when Pressure Head for a Steady Non Viscous Flow is Given
Go
Created
Velocity at Section 1 from Bernoulli Equation
Go
Created
Velocity Head for a Steady Non Viscous Flow is Given
Go
Created
Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given
Go
Flat Plate Normal to the Jet
(6)
Verified
Absolute velocity for mass of fluid striking a plate
Go
Verified
Cross Sectional Area given Mass of the Fluid Striking the Plate
Go
Verified
Mass of Fluid Striking plate
Go
Verified
Specific Gravity for Mass of the Fluid Striking the Plate
Go
Verified
Specific weight for Mass of the Fluid Striking the Plate
Go
Verified
Velocity of jet for mass of fluid striking plate
Go
11 More Flat Plate Normal to the Jet Calculators
Go
Flitched Beam
(3)
Created
Equivalent width of flitched beam
Go
Created
Modular Ratio for Equivalent width of flitched beam
Go
Created
Thickness of Steel when Equivalent width of flitched beam is Given
Go
Flood Routing
(1)
Verified
Inflow Rate when Rate of Change of Storage is Given
Go
17 More Flood Routing Calculators
Go
Flow in Open Channels
(4)
Created
Hydraulic Depth 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
Flow Over Notches and Weirs
(8)
Created
Allowable Unit Stress given Most economical pipe diameter for a distribution system
Go
Created
Average Head for most economical pipe diameter of distribution system
Go
Created
Average Power for Most economical pipe diameter for a distribution system
Go
Created
Cost given Most economical pipe diameter of distribution system
Go
Created
Darcy Weisbach friction factor for most economical pipe diameter for distribution system
Go
Created
Discharge for most economical pipe diameter for distribution system
Go
Created
Initial Investment for Most economical pipe diameter of distribution system
Go
Created
Most economical pipe diameter for distribution system of water
Go
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 a point in a liquid when Pressure Head is Known
Go
Verified
Pressure Difference between two Points in a Liquid
Go
Verified
Pressure Head of a Liquid
Go
Verified
Pressure Head of a Liquid when Pressure Head of another Liquid having same Pressure is Known
Go
Flushing/Circulation Processes and Vessel Interactions
(6)
Verified
Average per cycle Exchange Coefficient
Go
Verified
Concentration of substance after i tidal cycles
Go
Verified
Froude number where particle motion in vessel generated waves does not reach bottom
Go
Verified
Initial concentration of substance in harbor water
Go
Verified
Vessel Speed when Froude Number is given
Go
Verified
Water Depth when Froude Number is given
Go
12 More Flushing/Circulation Processes and Vessel Interactions Calculators
Go
Forces Acting on Fluid in Motion
(9)
Created
Acceleration of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
Go
Created
Compressibility Force when Sum of Total Forces influencing Motion of Fluid is Given
Go
Created
Gravity Force when Sum of Total Forces Influencing Motion of Fluid is Given
Go
Created
Mass of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
Go
Created
Pressure Force when Sum of Total Forces influencing Motion of Fluid is Given
Go
Created
Sum of Total Forces Influencing Motion of Fluid
Go
Created
Surface Tension Force when Sum of Total Forces influencing Motion of Fluid is Given
Go
Created
Turbulent Force when Sum of Total Forces influencing Motion of Fluid is Given
Go
Created
Viscous Force when Sum of Total Forces Influencing Motion of Fluid is Given
Go
Form Drag
(3)
Verified
Form Drag Coefficient when Form Drag of a Vessel is known
Go
Verified
Form Drag of a Vessel due to the Flow of Water Past the Vessel's Cross-sectional Area
Go
Verified
Vessel beam when form drag of a vessel is known
Go
4 More Form Drag Calculators
Go
Friction Factor
(6)
Created
Friction Factor
Go
Created
Friction Factor when Head Loss is due to Frictional Resistance
Go
Created
Friction Factor when Reynolds Number is Given
Go
Created
Friction Factor when Shear Stress is Given
Go
Created
Friction Factor when Shear Stress with density is Given
Go
Created
Friction Factor when Shear Velocity is Given
Go
Friction Loss
(8)
Verified
Coefficient of Friction when Px is known
Go
Verified
Prestress Force at Distance X by Taylor Series Expansion
Go
Verified
Prestress Force at Stressing End
Go
Verified
Prestress Force at Stressing End using Taylor Series Expansion
Go
Verified
Prestressing Force at Distance X
Go
Verified
Prestressing Force at Distance x from Stretching End for Known Resultant
Go
Verified
Resultant of Vertical Reaction from Concrete on Tendon
Go
Verified
Wobble Coefficient k when Px is known
Go
1 More Friction Loss Calculators
Go
Geometrical Properties of Channel Section
(6)
Created
Hydraulic Depths
Go
Created
Hydraulic Radius or Hydraulic Mean Depth
Go
Created
Top Width given Hydraulic Depth
Go
Created
Wetted Area given Hydraulic Depth
Go
Created
Wetted Area given Hydraulic Mean Depth
Go
Created
Wetted Perimeter given Hydraulic Mean Depth
Go
Gradients
(12)
Created
Camber when Gradient is given
Go
Created
Distance from center of camber when Height for a Parabolic Shape Camber is Given
Go
Created
Grade Compensation formula 1
Go
Created
Grade Compensation formula 2
Go
Created
Gradient when Camber is given
Go
Created
Gradient when Height for a Parabolic Shape Camber is Given
Go
Created
Height for a Parabolic Shape Camber
Go
Created
Height for a Straight Line Camber
Go
Created
Radius of Road when Grade Compensation formula 1 is Given
Go
Created
Radius of Road when Grade Compensation formula 2 is Given
Go
Created
Width of Road when Height for a Parabolic Shape Camber is Given
Go
Created
Width of Road when Height for a Straight Line Camber is given
Go
Gradually Varied Flow
(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 when Energy Slope of Rectangular channel is Given
Go
Created
Bed Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Created
Bottom Slope of channel when Energy Gradient is Given
Go
Created
Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel
Go
Created
Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel
Go
Created
Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel
Go
Created
Depth of Flow given Total Energy
Go
Created
Depth of Flow when Energy Slope of Rectangular channel is Given
Go
Created
Discharge given Energy Gradient
Go
Created
Discharge given Froude Number
Go
Created
Discharge given Total Energy
Go
Created
Energy Gradient given slope
Go
Created
Energy Gradient when bed slope is given
Go
Created
Froude Number given top width
Go
Created
Froude Number when Slope of Dynamic Equation of Gradually Varied Flow is Given
Go
Created
Normal Depth when Energy Slope of Rectangular channel is Given
Go
Created
Slope of Dynamic Equation of Gradually Varied Flow given Energy Gradient
Go
Created
Slope of Dynamic Equation of Gradually Varied Flows
Go
Created
Top Width given Energy Gradient
Go
Created
Top Width given Froude Number
Go
Created
Total Energy
Go
Gravity Dams
(9)
Created
Density of Water when Water Pressure in the gravity dam is Given
Go
Created
Eccentricity for Vertical Normal Stress at downstream face
Go
Created
Eccentricity given Vertical Normal Stress at upstream face
Go
Created
Height of section given Water Pressure in gravity dam
Go
Created
Total Vertical Force for Vertical Normal Stress at upstream face
Go
Created
Total Vertical Force given Vertical Normal Stress at downstream face
Go
Created
Vertical Normal Stress at downstream face
Go
Created
Vertical Normal Stress at upstream face
Go
Created
Water Pressure in the gravity dam
Go
Hagen–Poiseuille Equation
(21)
Created
Diameter of pipe when head loss over length of pipe with discharge is established
Go
Created
Diameter of Pipe when Head Loss over the Length of Pipe is established
Go
Created
Diameter of pipe when pressure drop over length of pipe is established
Go
Created
Diameter of Pipe when Pressure Drop over the Length of Pipe with Discharge is established
Go
Created
Discharge when Pressure Drop over the Length of Pipe is established
Go
Created
Dynamic Viscosity given Head Loss over the Length of Pipe with Discharge
Go
Created
Dynamic Viscosity when Head Loss over the Length of Pipe is established
Go
Created
Dynamic Viscosity when Pressure Drop over the Length of Pipe is established
Go
Created
Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is established
Go
Created
Head Loss over the Length of Pipe
Go
Created
Head Loss over the Length of Pipe given discharge
Go
Created
Length of Pipe given Head Loss over the Length of Pipe with Discharge
Go
Created
Length of Pipe when Head Loss over the Length of Pipe is established
Go
Created
Length of Pipe when Pressure Drop over the Length of Pipe is established
Go
Created
Length of Pipe when Pressure Drop over the Length of Pipe with Discharge is established
Go
Created
Mean Velocity of Flow when Head Loss over the Length of Pipe is established
Go
Created
Mean velocity of flow when pressure drop over length of pipe is established
Go
Created
Pressure drop over length of pipe
Go
Created
Pressure Drop over the Length of Pipe given discharge
Go
Created
Specific weight of liquid for head loss over length of pipe with discharge
Go
Created
Specific Weight of Liquid given Head Loss over the Length of Pipe
Go
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 when Resonant Period for Helmholtz mode is established
Go
Verified
Channel Cross-sectional Area when Resonant Period for Helmholtz mode is established
Go
Verified
Channel Length for Resonant Period for Helmholtz Mode
Go
Verified
Resonant Period for Helmholtz Mode
Go
16 More Harbor Oscillations Calculators
Go
Hoop Stress due to Temperature Fall
(6)
Created
Diameter of Tyre when Hoop Stress due to temperature fall is provided
Go
Created
Diameter of Wheel when Hoop Stress due to temperature fall is given
Go
Created
Hoop Stress due to temperature fall
Go
Created
Hoop Stress due to temperature fall when strain is Given
Go
Created
Modulus of Elasticity when Hoop Stress due to temperature fall with strain is Given
Go
Created
Strain for Hoop Stress due to temperature fall
Go
Horizontal Curves
(21)
Created
Allowable Speed of Vehicle on curve without super-elevation
Go
Created
Centrifugal Factor on road without super elevation for equilibrium
Go
Created
Centrifugal Force on a vehicle moving on road without superelevation
Go
Created
Centrifugal Force when Centrifugal Ratio on road without super elevation is Given
Go
Created
Centrifugal Ratio on road without super elevation
Go
Created
Coefficient of Friction when General Equation of Super-elevation on Road is Given
Go
Created
Distance between wheels when Centrifugal Factor on road for equilibrium is Given
Go
Created
Distance between wheels when Impact Factor on road for equilibrium is Given
Go
Created
Equilibrium Super-elevation on Road
Go
Created
Friction when Allowable Speed of Vehicle on curve without super-elevation is Given
Go
Created
General Equation of Super-elevation on Road
Go
Created
Height of vehicle centroid when Centrifugal Factor on road for equilibrium is Given
Go
Created
Height of vehicle centroid when Impact Factor on road for equilibrium is Given
Go
Created
Impact Factor on road without super elevation
Go
Created
Impact Factor on road without super elevation for equilibrium
Go
Created
Super-elevation on Road
Go
Created
Super-elevation when lateral friction is neglected
Go
Created
Super-elevation when lateral friction is not considered for V in kmph
Go
Created
Weight of Vehicle when Centrifugal Force on vehicle on road without super elevation is Given
Go
Created
Weight of Vehicle when Centrifugal Ratio on road without super elevation is Given
Go
Created
Width of Road when Super-elevation on Road is Given
Go
Horizontal Shear Flow
(5)
Created
Area Given the Horizontal Shear Flow
Go
Created
Distance from Centroid given Horizontal Shear Flow
Go
Created
Horizontal Shear Flow
Go
Created
Moment of inertia given horizontal shear flow
Go
Created
Shear given Horizontal Shear Flow
Go
Hydraulic Head
(1)
Verified
Head for known discharge through notch which is to be calibrated
Go
8 More Hydraulic Head Calculators
Go
Hydraulic Head
(5)
Created
Head given the Discharge under Dams on Soft or Porous Foundations
Go
Created
Head when Hydraulic gradient per unit head for Dams on Soft Foundations is Given
Go
Created
Head when Length of Conduit after using the Area of Pipe in Discharge is Given
Go
Created
Head when Minimum Safe Length of Travel path under Dams is Given
Go
Created
Head when Neutral stress per unit area for Dams on Soft Foundations is Given
Go
Hydraulic Jump in Rectangular Channel
(11)
Created
Conjugate Depth y1 when Critical Depth is Given
Go
Created
Conjugate Depth y1 when Discharge per unit width of channel is Given
Go
Created
Conjugate Depth y1 when Froude Number Fr1 is Given
Go
Created
Conjugate Depth y1 when Froude Number Fr2 is Given
Go
Created
Conjugate Depth y2 when Critical Depth is Given
Go
Created
Conjugate Depth y2 when Discharge per unit width of channel is Given
Go
Created
Conjugate Depth y2 when Froude Number Fr1 is Given
Go
Created
Conjugate Depth y2 when Froude Number Fr2 is Given
Go
Created
Discharge per unit width of channel when conjugate depths are given
Go
Created
Energy loss in Hydraulic Jump
Go
Created
Energy loss in Hydraulic Jump when Mean Velocities are Given
Go
Hydroelectric Power Generation
(20)
Created
Effective head for Power in Kilowatt
Go
Created
Effective head for Power obtained from water flow in horsepower
Go
Created
Effective head for Power obtained from water flow in Kilowatt
Go
Created
Effective head given Power obtained from water flow in horsepower
Go
Created
Efficiency of turbine and generator for Power obtained from water flow in horsepower
Go
Created
Efficiency of turbine and generator given Power in Kilowatt
Go
Created
Efficiency of turbine and generator given Power obtained from water flow in horsepower
Go
Created
Efficiency of turbine and generator given Power obtained from water flow in Kilowatt
Go
Created
Flow rate for Power obtained from water flow in horsepower
Go
Created
Flow rate given Power in Kilowatt
Go
Created
Flow rate given Power obtained from water flow in horsepower
Go
Created
Flow rate given Power obtained from water flow in Kilowatt
Go
Created
Power obtained from water flow in horsepower
Go
Created
Power obtained from water flow in Kilowatt
Go
Created
Power obtained from water flow in Kilowatt given effective head
Go
Created
The potential energy of a volume of water in hydroelectric power generation
Go
Created
The Power obtained from water flow in horsepower
Go
Created
Total weight of the water when The potential energy in hydroelectric power generation is Given
Go
Created
Unit weight of water for Power obtained from water flow in horsepower
Go
Created
Unit weight of water for Power obtained from water flow in Kilowatt
Go
I-Beam
(9)
Created
Breadth of Flange Given the Longitudinal Shear Stress in Web for I beam
Go
Created
Breadth of Web given the Longitudinal Shear Stress in Web for I beam
Go
Created
Longitudinal Shear Stress in Flange at lower depth of I beam
Go
Created
Longitudinal Shear Stress in Web for I beam
Go
Created
Maximum Longitudinal Shear Stress in Web for I beam
Go
Created
Moment of Inertia for known Longitudinal Shear Stress at the lower edge in Flange of I beam
Go
Created
Moment of Inertia given Longitudinal Shear Stress in Web for I beam
Go
Created
Moment of Inertia Given the Maximum Longitudinal Shear Stress in Web for I beam
Go
Created
Transverse Shear for known Longitudinal Shear Stress in Flange for I beam
Go
3 More I-Beam Calculators
Go
Integrated Demand Forecast Framework
(7)
Verified
Air Transport Movement Per Aircraft
Go
Verified
Airline Industry Wages
Go
Verified
Jet Fuel Price when Yield is Given
Go
Verified
Real Gross National Product
Go
Verified
Real Yield when Revenue Passenger Miles is Given
Go
Verified
Regression Model Formulation for Yield
Go
Verified
Revenue Passenger Miles
Go
3 More Integrated Demand Forecast Framework Calculators
Go
Integration of the Varied Flow Equation
(12)
Created
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 the Air is Isothermal
Go
Verified
Elevation from Datum when Air is Isothermal
Go
Verified
Height of Fluid Column of Constant Specific Weight
Go
Verified
Pressure at any point in liquid given elevation from datum
Go
Jet Propulsion of Orifice Tank
(8)
Created
Actual Velocity when Force exerted on Tank due to Jet is Given
Go
Created
Area of Hole when Coefficient of Velocity for Jet is Given
Go
Created
Area of Jet when Force exerted on Tank due to Jet is Given
Go
Created
Coefficient of Velocity when Force exerted on Tank due to Jet is Given
Go
Created
Force exerted on Tank due to Jet
Go
Created
Head over Jet Hole when Force exerted on Tank due to Jet is Given
Go
Created
Specific Weight of Liquid in terms of Force exerted on Tank due to Jet
Go
Created
Specific Weight of Liquid when Coefficient of Velocity for Jet is Given
Go
Jet Propulsion of Ships
(22)
Created
Absolute velocity of issuing jet given propelling force
Go
Created
Absolute velocity of issuing jet Given the relative velocity
Go
Created
Absolute velocity of issuing jet when work done by jet on ship is given
Go
Created
Area of Issuing Jet given Weight of Water
Go
Created
Area of Issuing Jet when Work Done by the Jet on Ship is Given
Go
Created
Efficiency of Propulsion
Go
Created
Efficiency of Propulsion when Head Loss Due to Friction is Given
Go
Created
Head Loss Due to Friction Loss
Go
Created
Kinetic Energy Available with the Water
Go
Created
Propelling Force
Go
Created
Specific Weight of Liquid given Weight of Water
Go
Created
Specific Weight of Liquid when Work Done by the Jet on Ship is Given
Go
Created
Velocity of jet relative to motion of ship given weight of water
Go
Created
Velocity of jet relative to motion of ship when kinetic energy is given
Go
Created
Velocity of moving ship given the relative velocity
Go
Created
Velocity of moving ship when work done by jet on ship is given
Go
Created
Weight of Water given head loss due to friction
Go
Created
Weight of Water given Propelling Force
Go
Created
Weight of Water when Kinetic Energy is Given
Go
Created
Weight of Water when Relative Velocity is established
Go
Created
Weight of Water when Work Done by the Jet on Ship is Given
Go
Created
Work Done by the Jet on Ship
Go
Jet Striking a Symmetrical Moving Curved Vane at the Centre
(20)
Verified
Absolute Velocity for Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Verified
Absolute Velocity for Mass of Fluid Striking the Vane per Second
Go
Verified
Area of Cross Section for Force Exerted by Jet in Direction of Flow
Go
Verified
Area of Cross Section for Force Exerted by the Jet in the Direction of Flow
Go
Verified
Area of Cross Section for Force Exerted by the Jet with relative velocity
Go
Verified
Area of Cross Section for Mass of Fluid Striking the moving Vane per Second
Go
Verified
Area of Cross Section for work done by Jet on vane per second
Go
Verified
Efficiency of the Jet
Go
Verified
Force Exerted by Jet in Direction of Flow of Incoming Jet with angle zero
Go
Verified
Force Exerted by Jet in direction of Flow of Jet
Go
Verified
Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Verified
Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle at 90
Go
Verified
Force Exerted by the jet with relative velocity
Go
Verified
Kinetic Energy of Jet per Second
Go
Verified
Mass of Fluid Striking the Vane per Seconds
Go
Verified
Maximum Efficiency
Go
Verified
Velocity of vane for given mass of fluid
Go
Verified
Velocity of vane for known exerted force by jet
Go
Verified
Work Done by the Jet on the Vane per Second
Go
Verified
Work Done per Second in terms of Efficiency of Wheel
Go
Jet Striking an Unsymmetrical Moving Curved Vane Tangentially at One of the Tips
(5)
Verified
Area of Cross Section for Mass of Fluid Striking the Vane per Second
Go
Verified
Mass of Fluid Striking the Vanes per Second
Go
Verified
Specific Gravity for Mass of Fluid Striking the Vanes per Second
Go
Verified
Specific Weight of fluid for Mass of Fluid Striking the Vane per Second
Go
Verified
Velocity at Inlet for Mass of Fluid Striking the Vane per Second
Go
Jet Velocity
(5)
Created
Jet Velocity for known Output Power
Go
Created
Jet Velocity when Power Lost is established
Go
Created
Jet Velocity when Rate of Flow through Propeller is Given
Go
Created
Jet Velocity when Theoretical Propulsive Efficiency is Given
Go
Created
Jet Velocity when Thrust on the Propeller is Given
Go
Lag distance
(3)
Created
Lag Distance or Reaction Distance
Go
Created
Lag Distance or Reaction Distance for Velocity in Kmph
Go
Created
Lag Distance or Reaction Distance when Stopping Sight Distance is Given
Go
Laminar Flow Around A Sphere–Stokes’ Law
(25)
Created
Coefficient of Drag when density is known
Go
Created
Coefficient of Drag when Drag Force is Given
Go
Created
Coefficient of Drag when Reynolds Number is Given
Go
Created
Density of Fluid when Coefficient of Drag is Given
Go
Created
Density of Fluid when Drag Force is Given
Go
Created
Diameter of sphere for given fall velocity
Go
Created
Diameter of Sphere when Coefficient of Drag is Given
Go
Created
Diameter of Sphere when Resistance Force on Spherical Surface is Given
Go
Created
Diameter of Spherical Surface when Specific weights are Given
Go
Created
Drag Force when Coefficient of Drag is Given
Go
Created
Dynamic Viscosity of fluid when Resistance Force on Spherical Surface is Given
Go
Created
Dynamic Viscosity of fluid when Terminal Fall Velocity is Given
Go
Created
Dynamic Viscosity when Coefficient of Drag is Given
Go
Created
Projected Area when Drag Force is Given
Go
Created
Resistance Force on Spherical Surface
Go
Created
Resistance Force on Spherical Surface when Specific weights are Given
Go
Created
Reynolds Number when Coefficient of Drag is Given
Go
Created
Specific Weight of Fluid when Resistance Force is Given
Go
Created
Specific Weight of Fluid when Terminal Fall Velocity is Given
Go
Created
Specific Weight of Sphere when Resistance Force is Given
Go
Created
Specific Weight of Sphere when Terminal Fall Velocity is Given
Go
Created
Terminal Fall Velocity
Go
Created
Velocity of Sphere when Coefficient of Drag is Given
Go
Created
Velocity of Sphere when Drag Force is Given
Go
Created
Velocity of Sphere when Resistance Force on Spherical Surface is Given
Go
Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow
(12)
Created
Distance Between Plates when Flow Velocity with No Pressure Gradient is Given
Go
Created
Dynamic Viscosity when Flow Velocity is Given
Go
Created
Dynamic Viscosity when Stress is Given
Go
Created
Flow Velocity of section
Go
Created
Flow Velocity when No Pressure Gradient is Given
Go
Created
Horizontal Distance when Flow Velocity with No Pressure Gradient is Given
Go
Created
Mean Velocity of Flow when Flow Velocity is Given
Go
Created
Mean Velocity of Flow when Flow Velocity with No Pressure Gradient is Given
Go
Created
Mean Velocity of Flow when Shear Stress is Given
Go
Created
Pressure Gradient when Flow Velocity is Given
Go
Created
Pressure Gradient when Shear Stress is Given
Go
Created
Shear Stress when velocity is given
Go
Laminar Flow Between Parallel Plates–Both Plates At Rest
(22)
Created
Discharge when Mean Velocity of Flow is Given
Go
Created
Discharge when viscosity is given
Go
Created
Distance Between Plates given Maximum Shear Stress
Go
Created
Distance between Plates when Discharge is Given
Go
Created
Distance between Plates when Maximum Velocity between Plates is Given
Go
Created
Distance Between Plates when Mean Velocity of Flow is Given
Go
Created
Distance between plates when mean velocity of flow with pressure gradient is given
Go
Created
Distance Between Plates when Pressure Difference is Given
Go
Created
Distance Between Plates when Pressure Head Drop is Given
Go
Created
Distance Between Plates when Shear Stress Distribution Profile is Given
Go
Created
Distance Between Plates when Velocity Distribution Profile is Given
Go
Created
Horizontal Distance when Shear Stress Distribution Profile is Given
Go
Created
Length of Pipe when Pressure Difference is Given
Go
Created
Length of Pipe when Pressure Head Drop is Given
Go
Created
Maximum Shear Stress in fluid
Go
Created
Maximum Velocity between Plates
Go
Created
Maximum Velocity when Mean Velocity of Flow is Given
Go
Created
Pressure Difference
Go
Created
Pressure Head Drop
Go
Created
Shear Stress Distribution Profile
Go
Created
Specific Weight of Fluid when Pressure Head Drop is Given
Go
Created
Velocity Distribution Profile
Go
Laminar Flow of Fluid in an Open Channel
(25)
Created
Bed Shear Stress
Go
Created
Bed Slope when Bed Shear Stress is Given
Go
Created
Diameter of Section when Bed Shear Stress is Given
Go
Created
Diameter of Section when Discharge per unit channel width is Given
Go
Created
Diameter of Section when Mean Velocity of flow is Given
Go
Created
Diameter of Section when Potential Head Drop is Given
Go
Created
Diameter of Section when Slope of Channel is Given
Go
Created
Discharge per unit channel width
Go
Created
Dynamic Viscosity when Mean Velocity of flow in section is Given
Go
Created
Dynamic Viscosity when Discharge per unit channel width is Given
Go
Created
Dynamic Viscosity when Potential Head Drop is Given
Go
Created
Horizontal Distance when Slope of Channel is Given
Go
Created
Length of Pipe when Potential Head Drop is Given
Go
Created
Mean Velocity in flow
Go
Created
Mean Velocity of Flow when Potential Head Drop is Given
Go
Created
Potential Head Drop
Go
Created
Shear Stress when Slope of Channel is Given
Go
Created
Slope of Channel given Shear Stress
Go
Created
Slope of Channel when Discharge per unit Channel Width is Given
Go
Created
Slope of channel when mean velocity of flow is established
Go
Created
Specific weight of liquid for Discharge per unit channel width
Go
Created
Specific Weight of Liquid given Mean Velocity of flow
Go
Created
Specific Weight of Liquid given Slope of Channel
Go
Created
Specific Weight of Liquid when Bed Shear Stress is Given
Go
Created
Specific Weight of Liquid when Potential Head Drop is Given
Go
Laminar Flow Through Inclined Pipes
(15)
Created
Dynamic Viscosity when Flow Velocity of Stream is Given
Go
Created
Dynamic Viscosity when Velocity Gradient with Shear Stress is Given
Go
Created
Flow Velocity of Stream
Go
Created
Piezometric Gradient when Flow Velocity of Stream is Given
Go
Created
Piezometric Gradient when Shear Stress is Given
Go
Created
Piezometric Gradient when Velocity Gradient with Shear Stress is Given
Go
Created
Radius of Elemental Section of Pipe when Shear Stress is Given
Go
Created
Radius of Elemental Section of Pipe when Flow Velocity of Stream is Given
Go
Created
Radius of Elemental Section of Pipe when Velocity Gradient with Shear Stress is Given
Go
Created
Radius of Pipe for Flow Velocity of Stream
Go
Created
Shear Stresses
Go
Created
Specific Weight of Fluid when Shear Stress is Given
Go
Created
Specific Weight of Liquid when Flow Velocity of Stream is Given
Go
Created
Specific Weight of Liquid when Velocity Gradient with Shear Stress is Given
Go
Created
Velocity Gradient when Piezometric Gradient with Shear Stress is Given
Go
Laminar Flow Through Porous Media
(3)
Created
Coefficient of Permeability when Velocity is Given
Go
Created
Hydraulic Gradient when Velocity is Given
Go
Created
Mean Velocity using Darcy's Law
Go
Leaf Spring
(22)
Created
Bending Stress of Leaf Spring
Go
Created
Length given Deflection in Leaf Spring
Go
Created
Length when Bending Stress of Leaf Spring is Given
Go
Created
Length when Deflection in Leaf Spring is Given
Go
Created
Length when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Created
Length when Proof Load on Leaf Spring is Given
Go
Created
Load given Deflection in Leaf Spring
Go
Created
Load when Bending Stress of Leaf Spring is Given
Go
Created
Maximum Bending Stress at the Proof Load of a Leaf Spring
Go
Created
Moment given Deflection in Leaf Spring
Go
Created
Moment of Inertia when Deflection in Leaf Spring is Given
Go
Created
Number of Plates when Bending Stress of Leaf Spring is Given
Go
Created
Number of plates when Deflection in Leaf Spring is Given
Go
Created
Number of Plates when Proof Load on Leaf Spring is Given
Go
Created
Proof Load on Leaf Spring
Go
Created
Thickness when Bending Stress of Leaf Spring is Given
Go
Created
Thickness when Deflection in Leaf Spring is Given
Go
Created
Thickness when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Created
Thickness when Proof Load on Leaf Spring is Given
Go
Created
Width when Bending Stress of Leaf Spring is Given
Go
Created
Width when Deflection in Leaf Spring is Given
Go
Created
Width when Proof Load on Leaf Spring is Given
Go
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 when Total Force exerted at any Section of the Tank is Given
Go
Liquid Containers Subjected To Constant Vertical Acceleration
(12)
Created
Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given
Go
Created
Constant Acceleration 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 the Deflection at the Top
Go
Verified
Concentrated Load given the Deflection at the Top Due to Fixed Against Rotation
Go
Verified
Modulus of Elasticity of the Wall Material when Deflection is given
Go
Verified
Modulus of Elasticity when Deflection at the Top Due to Concentrated Load is given
Go
Verified
Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified
The Deflection at the Top Due to Concentrated Load
Go
Verified
The Deflection at the Top Due to Fixed Against Rotation
Go
Verified
The Deflection at the Top Due to Uniform Load
Go
Verified
Wall Thickness when Deflection at the Top Due to Concentrated Load is given
Go
Verified
Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified
Wall Thickness when Deflection is given
Go
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 when Maximum Unbraced Length is Given
Go
Created
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given
Go
Created
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Go
Created
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created
Minimum flange thickness for symmetrical flexural compact section for LFD of bridges
Go
Created
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created
Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given
Go
Created
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
Created
Smaller Moment of unbraced length for Compact Section for LFD given Maximum Unbraced Length
Go
Created
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges
Go
Created
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given
Go
Created
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given
Go
Created
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given
Go
Created
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given
Go
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 when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
Created
Depth for given Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created
Depth when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
Created
Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created
Transverse Shear given the Average Longitudinal Shear Stress for Rectangular Section
Go
Created
Transverse Shear in terms of Maximum Longitudinal Shear Stress for Rectangular Section
Go
Longitudinal Shear Stress for Solid Circular Section
(6)
Created
Average Longitudinal Shear Stress for Solid Circular Section
Go
Created
Maximum Longitudinal Shear Stress for the Solid Circular Section
Go
Created
Radius when Average Longitudinal Shear Stress for Solid Circular Section is Given
Go
Created
Radius when Maximum Longitudinal Shear Stress for Solid Circular Section is Given
Go
Created
Transverse Shear in terms of Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Created
Transverse Shear when Average Longitudinal Shear Stress for Solid Circular Section is Given
Go
Longitudinal Stiffeners
(2)
Created
Moment of Inertia
Go
Created
Web thickness given moment of inertia
Go
Lubrication Mechanics - Slipper Bearing
(3)
Created
Dynamic Viscosity when Pressure Gradient is Given
Go
Created
Pressure Gradient
Go
Created
Rate of Flow when Pressure Gradient is Given
Go
Material Coefficient
(4)
Created
Material Coefficient C1 when Discharge under Dams on Soft or Porous Foundations is Given
Go
Created
Material Coefficient C1 when Length of Conduit after using the Area of Pipe in Discharge is Given
Go
Created
Material Coefficient C1 when New Material Coefficient C2 for Dams on Soft Foundations is Given
Go
Created
Material Coefficient C2 when Minimum Safe Length of Travel path under Dams is Given
Go
Maximum Intensity-Duration-Frequency Relationship
(1)
Verified
Duration given Maximum Intensity
Go
6 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 given max shear stress
Go
Created
Stress along y-axis when member is subjected to like principal stresses and given max shear stress
Go
Maximum Stress of a Triangular Section
(8)
Created
Base of a triangular section Given the Maximum shear stress
Go
Created
Base of a triangular section given the shear stress at neutral axis
Go
Created
Height of a triangular section Given the shear stress at neutral axis
Go
Created
Height of a triangular section when Maximum shear stress is provided
Go
Created
Maximum Shear stress of a triangular section
Go
Created
Shear stress at neutral axis in a triangular section
Go
Created
Transverse shear of a triangular section when maximum shear stress is provided
Go
Created
Transverse shear of a triangular section when shear stress at neutral axis is provided
Go
Mean Velocity of Flow
(6)
Created
Mean Velocity of Flow when Friction Factor is established
Go
Created
Mean Velocity of Flow when Head Loss due to Frictional Resistance is established
Go
Created
Mean Velocity of Flow when Shear Stress with Density is Given
Go
Created
Mean Velocity of Flow when Shear Stress with Friction Factor is Given
Go
Created
Mean Velocity of Flow when Shear Velocity is Given
Go
Created
Mean Velocity of Flow when Total Required Power is Given
Go
Measurement of Infiltration
(1)
Verified
Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
13 More Measurement of Infiltration Calculators
Go
Measurement of Pressure
(3)
Verified
Pressure at Point m in a Pizometer
Go
Verified
Pressure head at point in piezometer
Go
Verified
Specific Weight of the liquid in a peizometer
Go
Metacentric Height for Floating Bodies Containing liquid
(3)
Verified
Distance Between the Centre of Gravity of these Wedges
Go
Verified
Moment of the Turning Couple due to the Movement of the Liquid
Go
Verified
Volume of the Either Wedge
Go
Metering Flumes
(10)
Created
Coefficient of Discharge through Flume when Discharge flow through Channel is Given
Go
Created
Coefficient of Discharge through Flume when Discharge flow through Rectangular Channel is Given
Go
Created
Depth of Flow given Discharge through Critical Depth Flume
Go
Created
Discharge Coefficient given Discharge through Critical Depth Flume
Go
Created
Discharge flow through Channel
Go
Created
Discharge flow through Rectangular Channel
Go
Created
Discharge through Critical Depth Flume
Go
Created
Head at Entrance of Section when Discharge flow through Channel is Given
Go
Created
Head at Entrance when Discharge through Channel is Given
Go
Created
Width of Throat given Discharge through Critical Depth Flume
Go
Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities
(6)
Verified
Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given
Go
Verified
Distance between Cities i and j when Travel by Air Passengers between the Cities is Given
Go
Verified
Percent of Manufacturing and Retail Employment of Total Employment at i
Go
Verified
Population at City i when Travel by Air Passengers between Cities i and j is Given
Go
Verified
Population at city j when Travel by Air Passengers between Cities i and j is Given
Go
Verified
Travel by Air Passengers between the Origin and Destination Cities
Go
5 More Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities Calculators
Go
Moments acting on the arch dam
(7)
Created
Moment at Abutments of an Arch Dam
Go
Created
Moment at Crown of an Arch Dam
Go
Created
Moments when Deflection Due to Moments on a Arch Dam is Given
Go
Created
Moments when Extrados Stresses on a Arch Dam is Given
Go
Created
Moments when Intrados Stresses on a Arch Dam is Given
Go
Created
Moments when Rotation Due to Moment on a Arch Dam is Given
Go
Created
Moments when Rotation Due to Twist on a Arch Dam is Given
Go
Momentum in Open-Channel Flow-Specific Force
(6)
Created
Discharge when Specific Force is Given
Go
Created
Specific Force
Go
Created
Specific Force when Top Width is Given
Go
Created
Top Width when Specific Force is Given
Go
Created
Vertical Depth of Centroid of Area when Specific Force is Given
Go
Created
Vertical Depth of Centroid of Area when Specific Force with Top Width is Given
Go
Momentum Theory of Propellers
(22)
Created
Density of Liquid given Output Power
Go
Created
Density of Liquid when Thrust on the Propeller is Given
Go
Created
Density of Liquid with absolute velocity when Power Lost is established
Go
Created
Density of Liquid with relative velocity given Power Lost
Go
Created
Diameter of Propeller when Rate of Flow through Propeller is Given
Go
Created
Diameter of Propeller when Thrust on the Propeller is Given
Go
Created
Flow Velocity when Power Lost is established
Go
Created
Flow Velocity when Rate of Flow through Propeller is Given
Go
Created
Flow Velocity when Theoretical Propulsive Efficiency is Given
Go
Created
Flow Velocity when Thrust on the Propeller is Given
Go
Created
Increase in Pressure when Thrust on the Propeller is Given
Go
Created
Input Power
Go
Created
Output Power given Rate of Flow through Propeller
Go
Created
Output Power when Input Power is Given
Go
Created
Power Lost
Go
Created
Power Lost when Input Power is Given
Go
Created
Rate of Flow through Propeller
Go
Created
Rate of Flow when Output Power is Given
Go
Created
Rate of Flow when Power Lost is Given
Go
Created
Rate of Flow when Thrust on the Propeller is Given
Go
Created
Theoretical Propulsive Efficiency
Go
Created
Thrust on the Propeller
Go
Most Economic Steel Structure
(3)
Verified
Column Buckling Stress Fc1 when Relative Material Cost is given
Go
Verified
Column Buckling Stress Fc2 when Relative Material Cost is given
Go
Verified
Relative Material Cost for Two Columns of Different Steels Carrying the Same Load
Go
21 More Most Economic Steel Structure Calculators
Go
Negative Surges
(7)
Created
Absolute Velocity of Surges
Go
Created
Absolute Velocity of Surges for given Depth of flow
Go
Created
Celerity of the Wave Given the Absolute Velocity of Surges
Go
Created
Celerity of the Wave when is depth is known
Go
Created
Depth of flow when Absolute Velocity of Surges is Given
Go
Created
Velocity of Flow when Absolute Velocity of Surges is Given
Go
Created
Velocity of Flow when Depth of flow is Given
Go
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 when Minimum Number of Connectors for Bridges is Given
Go
Created
Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given
Go
Created
Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given
Go
Created
Force in Slab given Effective Concrete Area
Go
Created
Force in Slab given Number of Connectors in Bridges
Go
Created
Force in Slab given Total Area of Steel Section
Go
Created
Minimum Number of Connectors for Bridges
Go
Created
Number of Connectors in Bridges
Go
Created
Reduction Factor given Minimum Number of Connectors in Bridges
Go
Created
Reduction Factor given Number of Connectors in Bridges
Go
Created
Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go
Created
Steel Yield Strength given Total Area of Steel Section
Go
Created
Total Area of Steel Section given Force in Slab
Go
Created
Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go
Created
Ultimate shear connector strength given number of connectors in bridges
Go
Ogee Spillway
(4)
Verified
Coefficient of the spillway when discharge over an ogee spillway is given
Go
Verified
Discharge over an Ogee Spillway
Go
Verified
Head above crest when discharge over an Ogee Spillway is given
Go
Verified
Length of spillway when discharge over an Ogee Spillway is given
Go
Orifice Meter
(11)
Created
Actual Velocity at Section 2 when Coefficient of Contraction is Given
Go
Created
Actual Velocity when Theoretical Velocity at Section 2 is Given
Go
Created
Area at Section 2 or at Vena Contracta
Go
Created
Area of Orifice when Area at Section 2 or at Vena Contracta is Given
Go
Created
Coefficient of Contraction
Go
Created
Coefficient of Contraction when Coefficient of Discharge is Given
Go
Created
Coefficient of Discharge when Cc is Given
Go
Created
Coefficient of Velocity when Coefficient of Discharge is Given
Go
Created
Discharge through pipe when Coefficient of Discharge is Given
Go
Created
Theoretical Velocity at Section 1
Go
Created
Theoretical Velocity at Section 2
Go
Parabola
(3)
Created
Tension at midspan 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 is established
Go
Created
Maximum Sag given Tension at Midspan for UDL on Parabolic Cable
Go
Created
Maximum Sag when Length of Cable for UDL on Parabolic Cable is Given
Go
Created
Parabolic Equation for Cable Slope
Go
Created
Span of Cable for Length of Cable for UDL on Parabolic Cable
Go
Created
Span of Cable when Tension at Midspan for UDL on Parabolic Cable is Given
Go
Created
Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given
Go
Created
Tension at Midspan for UDL on Parabolic Cable
Go
Created
Tension at Midspan given Tension at Supports for UDL on Parabolic Cable
Go
Created
Tension at Supports for UDL on Parabolic Cable
Go
Created
UDL when Tension at Supports for UDL on Parabolic Cable is Given
Go
Parabolic Curves
(6)
Verified
Elevation of Lowest Point on Sag Curve
Go
Verified
Elevation of point of vertical curvature
Go
Verified
Elevation of point of vertical intersection
Go
Verified
Elevation of PVC given Elevation of Lowest Point on Sag Curve
Go
Verified
Length of Curve using Rate of change of Grade in Parabolic Curves
Go
Verified
Rate of change of grade in parabolic curves
Go
4 More Parabolic Curves Calculators
Go
Parabolic Section
(13)
Created
Depth of Flow given Top Width for parabola
Go
Created
Depth of Flow given Wetted Area for parabola
Go
Created
Depth of Flow when Hydraulic Depth for parabola is Given
Go
Created
Depth of Flow when Section Factor for parabola is Given
Go
Created
Hydraulic Depth for parabola
Go
Created
Hydraulic Radius when width is given
Go
Created
Top Width for parabola
Go
Created
Top Width given Wetted Area
Go
Created
Top Width when Hydraulic Radius is Given
Go
Created
Top Widths when Section Factor is Given
Go
Created
Wetted Area
Go
Created
Wetted Area given Top width
Go
Created
Wetted Perimeter for parabola
Go
Pipe Stresses Perpendicular To The Longitudinal Axis
(3)
Created
Force acting on each cut of edge of pipe when Internal Pressure is Given
Go
Created
Internal Pressure
Go
Created
Outside Diameter of Pipe when Internal Pressure is Given
Go
Pitot Tube
(5)
Created
Actual Velocity of the flowing Stream
Go
Created
Coefficient of Velocity when Actual Velocity of the flowing Stream is Given
Go
Created
Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given
Go
Created
Height of fluid raised in tube when Theoretical Velocity of the flowing Stream is Given
Go
Created
Theoretical Velocity of the flowing Stream
Go
Polymer Feed Rate
(1)
Verified
Polymer Feed Rate as Mass Flow Rate when Polymer Feed Rate as Volumetric Flow Rate is Given
Go
5 More Polymer Feed Rate Calculators
Go
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 when Strain due to Bending and Compression is Given in Two Parabolic Tendons
Go
Verified
Prestressing Force in Tendon B using Eccentricities
Go
Verified
Variation of Eccentricity of Tendon B
Go
Verified
Variation of Eccentricity on Tendon A
Go
2 More Post Tensioned Bending Members Calculators
Go
Practical Channel Sections
(8)
Created
Depth of Flow given Wetted Area of Triangular Channel Section
Go
Created
Depth of Flow when Wetted Perimeter of Triangular Channel Section is Given
Go
Created
Hydraulic Radius of Trapezoidal Channel Section
Go
Created
Hydraulic Radius of Triangular Channel Section
Go
Created
Wetted Area of Trapezoidal Channel Section
Go
Created
Wetted Area of Triangular Channel Section
Go
Created
Wetted Perimeter of Trapezoidal Channel Section
Go
Created
Wetted Perimeter of Triangular Channel Section
Go
Pressure Gradient
(7)
Created
Pressure Gradient given Maximum Shear Stress at Cylindrical Element
Go
Created
Pressure Gradient when Discharge through Pipe is Given
Go
Created
Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given
Go
Created
Pressure Gradient when Shear Stress at any Cylindrical Element is Given
Go
Created
Pressure Gradient when Velocity at any point in Cylindrical Element is Given
Go
Created
Pressure Gradient when Velocity Gradient at Cylindrical Element is Given
Go
Created
Pressure Gradients when Mean Velocity of Flow is Given
Go
Principal Stress
(11)
Created
Angle when member is subjected to maximum shear stress and axial load
Go
Created
Bending moment of circular shaft
Go
Created
Bending stress of circular shaft given bending moment
Go
Created
Diameter of a circular shaft when equivalent bending moment and maximum principal stress is provided
Go
Created
Diameter of circular shaft for equivalent torque and maximum shear stress
Go
Created
Diameter of circular shaft given bending stress
Go
Created
Equivalent Bending moment given maximum principal stress
Go
Created
Equivalent Force
Go
Created
Maximum shear stress due to combined bending and torsion
Go
Created
Shear Stress when Torsion is Given
Go
Created
Torsion when Shear Stress is Given
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 a Fluid
Go
Verified
Capillary Rise or Depression when a Tube is inserted in two Liquids
Go
Verified
Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in a Liquid
Go
Verified
Capillary Rise when contact is between Water and Glass
Go
Verified
Compressibility of 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 when constant for rectangular shaped aperture weir is given
Go
Verified
Constant for rectangular shaped aperture weir
Go
Verified
Constant when discharge through the small rectangular shaped aperture weir is given
Go
Verified
Discharge Through the Small Rectangular Shaped Aperture weir
Go
Verified
Head when discharge through small rectangular shaped aperture weir is established
Go
Verified
Height of aperture when constant for rectangular shaped aperture weir is given
Go
Verified
Height of aperture when discharge through small rectangular shaped aperture weir is given
Go
Verified
Width of aperture when constant for rectangular shaped aperture weir is given
Go
Quarter Elliptical Spring
(20)
Created
Deflection in Quarter Elliptical Spring
Go
Created
Deflection when Proof Load in Quarter Elliptical Spring is Given
Go
Created
Length when Deflection in Quarter Elliptical Spring is Given
Go
Created
Length when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created
Length when Proof Load in Quarter Elliptical Spring is Given
Go
Created
Load given Deflection in Quarter Elliptical Spring
Go
Created
Load when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created
Maximum Bending Stress in Quarter Elliptical Spring
Go
Created
Modulus of Elasticity when Deflection in Quarter Elliptical Spring is Given
Go
Created
Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given
Go
Created
Number of Plates when Deflection in Quarter Elliptical Spring is Given
Go
Created
Number of Plates when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created
Number of Plates when Proof Load in Quarter Elliptical Spring is Given
Go
Created
Proof Load in Quarter Elliptical Spring
Go
Created
Thickness when Deflection in Quarter Elliptical Spring is Given
Go
Created
Thickness when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created
Thickness when Proof Load in Quarter Elliptical Spring is Given
Go
Created
Width when Deflection in Quarter Elliptical Spring is Given
Go
Created
Width when Maximum Bending Stress in Quarter Elliptical Spring is Given
Go
Created
Width when Proof Load in Quarter Elliptical Spring is Given
Go
Radial Thickness of the Element
(4)
Created
Radial Thickness of Element in terms of Deflection Due to Moments on Arch Dam
Go
Created
Radial thickness of element when rotation due to moment on arch dam is given
Go
Created
Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given
Go
Created
Radial Thickness of the Element when Rotation Due to Twist on a Arch Dam is Given
Go
Radius of Curve
(7)
Created
Radius of Curve when Allowable Speed of Vehicle on curve without super-elevation is Given
Go
Created
Radius of Curve when Centrifugal Force on vehicle on road without super elevation is Given
Go
Created
Radius of Curve when Equilibrium Super-elevation on Road is given
Go
Created
Radius of Curve when General Equation of Super-elevation on Road is Given
Go
Created
Radius of Curve when Impact Factor on road without super elevation is Given
Go
Created
Radius of Curve when Super-elevation when lateral friction is neglected is Given
Go
Created
Radius of Curve when Super-elevation when lateral friction is not considered is Given
Go
Radius of Pipe
(6)
Created
Radius of Pipe when Velocity at any point in Cylindrical Element with Maximum Velocity is Given
Go
Created
Radius of Pipe for Maximum Velocity at axis of Cylindrical Element
Go
Created
Radius of Pipe for Mean Velocity of Flow
Go
Created
Radius of Pipe given Maximum Shear Stress at Cylindrical Element
Go
Created
Radius of pipe when discharge through pipe is given
Go
Created
Radius of Pipe when Velocity at any point in Cylindrical Element is Given
Go
Radius of the Wheel
(4)
Verified
Radius of the Wheel given Angular Momentum at Inlet
Go
Verified
Radius of Wheel for Tangential Velocity at Inlet Tip of Vane
Go
Verified
Radius of wheel for tangential velocity at outlet Tip of vane
Go
Verified
Radius of wheel given angular momentum at outlet
Go
Rainwater Accumulation and Drainage on Bridges
(7)
Created
Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Created
Deck Width for handling Rainwater Runoff to Drain Scuppers
Go
Created
Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Created
Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Created
Runoff Rate of Rainwater from a bridge during a Rainstorm
Go
Created
Shoulder width for deck width of rainwater runoff to drain scuppers
Go
Created
Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
Reaction Time
(5)
Created
Break Reaction Time when Total Reaction Time in Stopping Sight Distance is Given
Go
Created
Reaction Time in lag distance when Velocity is Given in Kmph
Go
Created
Reaction Time when Lag Distance or Reaction Distance is Given
Go
Created
Total Reaction Time in Stopping Sight Distance
Go
Created
Total reaction time when stopping sight distance is given
Go
Rectangular Section
(12)
Created
Depth of Flow given Wetted Area for rectangle
Go
Created
Depth of Flow when Hydraulic Radius in rectangle is Given
Go
Created
Depth of Flow when Section Factor for rectangle channel is Given
Go
Created
Depth of Flow when Wetted Perimeter for rectangle is Given
Go
Created
Hydraulic Radius of open channel
Go
Created
Section Factor for rectangle
Go
Created
Wetted Area for rectangle
Go
Created
Wetted Perimeter for rectangular section
Go
Created
Width of Section given Wetted Areas
Go
Created
Width of Section when Hydraulic Radius of rectangle is Given
Go
Created
Width of Section when Perimeter is Given
Go
Created
Width of Section when Section Factor is Given
Go
Rectangular Section
(4)
Created
Depth of flow in Most Efficient channel for rectangular channel
Go
Created
Depth of flow when Hydraulic Radius in most Efficient rectangular channel is Given
Go
Created
Hydraulic Radius in most Efficient open channel
Go
Created
Width of Channel when Depth of flow in Most Efficient channels is Given
Go
Redwood Viscometer
(5)
Created
Diameter of sphere given dynamic viscosity
Go
Created
Dynamic Viscosity when velocity is given
Go
Created
Mean Velocity of Sphere when Dynamic Viscosity is Given
Go
Created
Specific Weight of Liquids when Dynamic Viscosity is Given
Go
Created
Specific Weight of Sphere when Dynamic Viscosity is Given
Go
Risk, Reliability and Safety Factor
(5)
Verified
Actual value of parameter adopted in design of project when safety factor is given
Go
Verified
Equation for Safety Factor
Go
Verified
Equation for Safety Margin
Go
Verified
Risk when Reliability is Given
Go
Verified
Value of parameter obtained from hydrological considerations when safety factor is given
Go
6 More Risk, Reliability and Safety Factor Calculators
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 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 when fundamental period is known
Go
Verified
Building height for reinforced concrete frames when fundamental period is known
Go
Verified
Building height for steel eccentrically braced frames when fundamental period is known
Go
Verified
Building height for steel frame when fundamental period is already known
Go
Verified
Fundamental period for steel frames
Go
Verified
Seismic coefficient for short period structures
Go
Verified
Seismic response Coefficient 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 for known longitudinal shear stress
Go
Created
Breadth for given longitudinal shear stress
Go
Created
Maximum distance from neutral axis to extreme fiber given the longitudinal shear stress
Go
Created
Moment of Inertia for known Longitudinal Shear Stress
Go
Sight Distances
(17)
Created
Acceleration of vehicle when Total Time of Travel in Overtaking Sight distance is Given
Go
Created
Intermediate Sight Distance
Go
Created
Minimum Overtaking Distance
Go
Created
Overtaking sight distance for velocity of vehicle is in meter per second
Go
Created
Overtaking Sight Distance when Minimum Overtaking Distance is Given
Go
Created
Overtaking sight distance when velocity of vehicle is in kmph
Go
Created
Perception Time when Total Reaction Time in Stopping Sight Distance is Given
Go
Created
Retardation of the Vehicle
Go
Created
Spacing between vehicles when Total Time of Travel in Overtaking Sight distance is Provided
Go
Created
Total Time of Travel in Overtaking Sight distance
Go
Created
Velocity of overtaking vehicle for forward moving vehicle velocity in meter per second
Go
Created
Velocity of overtaking vehicle when forward moving vehicle velocity is given in Kmph
Go
Created
Velocity of vehicle in Kmph for known Lag distance
Go
Created
Velocity of Vehicle in kmph when Breaking Distance is Given
Go
Created
Velocity of Vehicle in meter per second for Braking Distance
Go
Created
Velocity of Vehicle when Breaking Distance is Given
Go
Created
Velocity of Vehicle when Lag Distance or Reaction Distance is Given
Go
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 when Percent Compaction of Soil in Sand Cone Method is Given
Go
24 More Soil Compaction Tests Calculators
Go
Specific Energy and Critical Depth
(23)
Created
Area of Section Considering the Condition of Maximum Discharge
Go
Created
Area of Section of Open Channel Considering Condition of Minimum Specific Energy
Go
Created
Area of Section when Discharge is Given
Go
Created
Datum Height for Total Energy per unit weight of water in the flow section
Go
Created
Depth of flow given Total Energy per unit weight of water in the flow section
Go
Created
Depth of flow when Discharge is Given
Go
Created
Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Created
Diameter of Section through Section Considering the Condition of Minimum Specific Energy
Go
Created
Diameter of Section when Froude Number is Given
Go
Created
Discharge through area
Go
Created
Discharge through Section Considering the Condition of Maximum Discharge
Go
Created
Discharge through Section Considering the Condition of Minimum Specific Energy
Go
Created
Froude Number when velocity if known
Go
Created
Mean Velocity of flow for total energy per unit weight of water in the flow section
Go
Created
Mean Velocity of Flow through Section Considering the Condition of Minimum Specific Energy
Go
Created
Mean Velocity of Flow when Froude Number is Given
Go
Created
Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Created
Top Width of Section Considering the Condition of Maximum Discharge
Go
Created
Top Width of Section through Section Considering the Condition of Minimum Specific Energy
Go
Created
Total Energy per unit weight of water in the flow section
Go
Created
Total Energy per unit weight of water in the flow section considering Bed Slope as Datum
Go
Created
Total Energy per unit weight of water in the flow section when Discharge is Given
Go
Created
Volume of Liquid Considering the Condition of Maximum Discharge
Go
Specific Gravity
(10)
Verified
Specific Gravity for Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Verified
Specific Gravity for Force Exerted by the Jet with relative velocity
Go
Verified
Specific Gravity for Work Done by the Jet on the Vane per Second
Go
Verified
Specific Gravity given Force Exerted by the Jet in the Direction of Flow
Go
Verified
Specific Gravity of fluid for Mass of Fluid Striking the Vane per Second
Go
Verified
Specific Weight for Force Exerted by the Jet in Direction of Flow
Go
Verified
Specific Weight for Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Verified
Specific Weight for Mass of Fluid Striking the Vanes per Second
Go
Verified
Specific Weight given Force Exerted by the Jet with relative velocity
Go
Verified
Specific weight when work done by jet on vane per second
Go
Specific Gravity
(9)
Verified
Fluid Weight for known 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 the 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 the 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 when Stiffness of spring is Given
Go
Created
Load when Deflection of Square Section Wire Spring is Given
Go
Created
Mean radius of spring given Stiffness of spring
Go
Created
Mean radius when Deflection of Square Section Wire Spring is Given
Go
Created
Mean Radius when Stiffness of Square Section Wire Spring is Given
Go
Created
Modulus of Rigidity when Stiffness of spring is Given
Go
Created
Number of active coils when Deflection of Square Section Wire Spring is Given
Go
Created
Number of active spring coils when Stiffness of Square Section Wire Spring is Given
Go
Created
Number of coils when Deflection of Square Section Wire Spring is Given
Go
Created
Number of spring coils when Stiffness of spring is Given
Go
Created
Number of spring coils when Stiffness of Square Section Wire Spring is Given
Go
Created
Springs in Parallel - Load
Go
Created
Springs in Parallel - Spring Constant
Go
Created
Springs in series- Deflections
Go
Created
Springs in series- Spring constants
Go
Created
Stiffness of spring
Go
Created
Stiffness of Square Section Wire Spring
Go
Created
Width when Deflection of Square Section Wire Spring is Given
Go
Created
Width when Stiffness of Square Section Wire Spring is Given
Go
SSD
(6)
Created
Stopping Sight Distance
Go
Created
Stopping sight distance for velocity in meter per second
Go
Created
Stopping sight distance on a level ground with breaking efficiency n
Go
Created
Stopping sight distance on an inclined surface with breaking efficiency n
Go
Created
Stopping sight distance on an upward inclined surface
Go
Created
Stopping Sight Distance when Intermediate Sight Distance is Given
Go
Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law
(19)
Created
Discharge through Pipe when pressure gradient is known
Go
Created
Distance of Element from Center line when Head Loss is Given
Go
Created
Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given
Go
Created
Distance of Element from Center line when Velocity at any point in Cylindrical Element is Given
Go
Created
Distance of Element from Center line when Velocity at any point with Maximum Velocity is Given
Go
Created
Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given
Go
Created
Length of Pipe when Shear Stress at any Cylindrical Element is Given
Go
Created
Maximum Shear Stress at Cylindrical Element
Go
Created
Maximum Velocity at axis of Cylindrical Element
Go
Created
Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given
Go
Created
Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given
Go
Created
Mean Velocity of Fluid Flow
Go
Created
Shear Stress at any Cylindrical Element
Go
Created
Shear Stress at any Cylindrical Element when Head Loss is Given
Go
Created
Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given
Go
Created
Velocity at any point in Cylindrical Element
Go
Created
Velocity at any point in Cylindrical Element when Maximum Velocity at axis is Given
Go
Created
Velocity Gradient when Pressure Gradient at Cylindrical Element is Given
Go
Created
Viscosity when Mean Velocity of Flow is Given
Go
Steel yield strength
(10)
Created
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
Created
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created
Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created
Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given
Go
Created
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created
Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created
Steel yield strength for compact section for LFD when minimum web thickness is given
Go
Created
Steel yield strength on pins for buildings for LFD when allowable bearing stresses is given
Go
Created
Steel yield strength on pins not subject to rotation for Bridges for LFD when pin stresses is given
Go
Created
Steel yield strength on pins subject to rotation for bridges for LFD when pin stresses is given
Go
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 of Member when Strain Energy Stored by the Member is Given
Go
Created
Area when Stress Due to Suddenly Applied Load is Given
Go
Created
Area when the Stress Due to Gradually Applied Load is Given
Go
Created
Length of Member when Strain Energy Stored by the Member is Given
Go
Created
Load when Stress Due to Suddenly Applied Load is Given
Go
Created
Load when the Stress Due to Gradually Applied Load is provided
Go
Created
Modulus of elasticity of Member when Strain Energy Stored by the Member is Given
Go
Created
Modulus of Elasticity when Strain Energy per Unit Volume is Given
Go
Created
Modulus of Rigidity given Shear Resilience
Go
Created
Shear Resilience
Go
Created
Shear Stress when Shear Resilience is Given
Go
Created
Strain Energy Stored by the Member
Go
Created
Strain Energy Stored per Unit Volume
Go
Created
Stress Due to Gradually Applied Load
Go
Created
Stress Due to Impact Load
Go
Created
Stress Due to Suddenly Applied Load
Go
Created
Stress generated due to Strain Energy per Unit Volume
Go
Created
Stress of Member when Strain Energy Stored by the Member is Given
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
Stress and Strain
(23)
Created
Area at Section 1 of Bars of uniform Strength
Go
Created
Area at Section 2 of Bars of uniform Strength
Go
Created
Coefficient of thermal expansion given temperature stress for tapering rod section
Go
Created
Cross Sectional Area when Elongation of Tapering Bar due to self weight is Given
Go
Created
Density of Bar given Extension of Truncated Conical Rod due to Self Weight
Go
Created
Diameter of Tyre when Temperature Strain is Given
Go
Created
Diameter of Wheel when Temperature Strain is Given
Go
Created
Elongation due to Self Weight in Uniform Bar
Go
Created
Elongation due to the Self Weight in Uniform Bar
Go
Created
Extension of Truncated Conical Rod due to Self Weight
Go
Created
Length of Bar after Elongation due to Self Weight in uniform bar
Go
Created
Length of Bar when uniform Strength is established
Go
Created
Length of rod of truncated conical section
Go
Created
Modulus of Elasticity of Bar when Extension of Truncated Conical Rod due to Self Weight is known
Go
Created
Modulus of Elasticity of Rod when Extension of Truncated Conical Rod due to Self Weight is known
Go
Created
Modulus of Elasticity when Hoop Stress due to temperature fall is given
Go
Created
Modulus of Elasticity when Temperature Stress for Tapering Rod Section is Given
Go
Created
Temperature Constant given Temperature Stress for Tapering Rod Section
Go
Created
Temperature Strain
Go
Created
Temperature Stress for Tapering Rod Section
Go
Created
Temperature when Temperature Stress for Tapering Rod Section is Given