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Calculators Created by Ayush Singh
Ayush Singh
Gautam Buddha University
(GBU)
,
Greater Noida
https://www.linkedin.com/in/ayush-singh-34977a1b0/
78
Formulas Created
148
Formulas Verified
72
Across Categories
List of Calculators by Ayush Singh
Following is a combined list of all the calculators that have been created and verified by Ayush Singh. Ayush Singh has created 78 and verified 148 calculators across 72 different categories till date.
Allowable-Stress Design Approach (AISC)
(4)
Verified
Bearing Pressure on Base Plate
Go
Verified
Depth of Section of Column for Equivalent Cantilever Dimension
Go
Verified
Width of Flange Column for Equivalent Cantilever Dimension
Go
Verified
Yeild Strength of Base Plate
Go
6 More Allowable-Stress Design Approach (AISC) Calculators
Go
Short Axially Loaded Tied Columns
(1)
Created
Percentage of Compression Reinforcement given Area of Longitudinal Reinforcement
Go
8 More Short Axially Loaded Tied Columns Calculators
Go
Additional Bridge Column Formulas
(4)
Created
Allowable Load for Bridges using Structural Carbon Steel
Go
Created
Allowable Load for Bridges using Structural Carbon Steel when Column Ends are Pinned
Go
Created
Ultimate Load for Bridges using Structural Carbon Steel
Go
Created
Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned
Go
2 More Additional Bridge Column Formulas Calculators
Go
Allowable-Stress Design for Building Columns
(1)
Verified
Factor for Unbraced Segment of any Cross-Section
Go
5 More Allowable-Stress Design for Building Columns Calculators
Go
Bar Bending Schedule for RCC slab
(4)
Verified
Cutting Length of Distribution Bar
Go
Verified
Cutting Length of Main Bar
Go
Verified
Total Number of Distribution Bars
Go
Verified
Total Number of Main Bars
Go
Bearing on Milled Surfaces and Bridge Fasteners
(2)
Created
Allowable Bearing Stress on Milled Stiffeners and other Steel Parts
Go
Created
Tensile Strength of Connected Part given Allowable Bearing Stress on Milled Stiffeners
Go
6 More Bearing on Milled Surfaces and Bridge Fasteners Calculators
Go
Cantilever and Counterfort Retaining Walls
(3)
Verified
Horizontal Distance from Face of Wall to Main Steel
Go
Verified
Normal Shear Unit Stress on Horizontal Section
Go
Verified
Thickness of Counterfort Shear Unit Stress on Horizontal Section
Go
2 More Cantilever and Counterfort Retaining Walls Calculators
Go
Column Base Plate Design
(4)
Verified
Length Rectangular Base for Projection of Base Plate beyond Flange and Parallel to Web
Go
Verified
Length Rectangular Base for Projection of Base Plate beyond Flange and Perpendicular to Web
Go
Verified
Length Rectangular Base for Wide-Flange Column
Go
Verified
Yield Load for Projection of Base Plate beyond Flange and Parallel to Web
Go
11 More Column Base Plate Design Calculators
Go
Column Stability and Buckling Stiffness Factor
(1)
Created
Buckling Stiffness Factor
Go
1 More Column Stability and Buckling Stiffness Factor Calculators
Go
Composite Construction in Buildings
(4)
Created
Dead Load Moment given Maximum Steel Stress as per AISC Specifications
Go
Created
Live Load Moment given Maximum Steel Stress as per AISC Specifications
Go
Created
Maximum Steel Stress as per AISC Specifications
Go
Created
Section Modulus of Steel Beam given Maximum Steel Stress as per AISC Specifications
Go
9 More Composite Construction in Buildings Calculators
Go
Computational Fluid Dyanmics
(2)
Verified
Drag on Airfoil
Go
Verified
Lift on Airfoil
Go
5 More Computational Fluid Dyanmics Calculators
Go
Consumptive Use of Water or Evapotranspiration
(2)
Verified
Blaney-Criddle Formula of Monthly Consumptive Use
Go
Verified
Hargreave's Class A Pan Evaporation Method
Go
Critical Path Method
(6)
Verified
Earliest Finish Time
Go
Verified
Free Float given Indenpendent Float
Go
Verified
Latest Finish Time
Go
Verified
Slack of Event given Independent Float
Go
Verified
Slack of Event in CPM
Go
Verified
Total Float given Free Float
Go
4 More Critical Path Method Calculators
Go
Curve Number (CN)
(2)
Created
Curve Number
Go
Created
Potential Maximum Retention
Go
3 More Curve Number (CN) Calculators
Go
Deductions for Openings(door, windows) in Masonry
(4)
Verified
Volume of Deduction for Arch Masonry Work
Go
Verified
Volume of Deduction for Rectangular Opening
Go
Verified
Volume of Deduction for Segmental Arch Opening
Go
Verified
Volume of Deduction for Semi-Circular Arch Opening
Go
Depth of Water Held by Soil in Root Zone
(4)
Verified
Depth of Water Stored in Root Zone in Filling Soil up to Field Capacity
Go
Verified
Field Capacity of Water
Go
Verified
Total Water Storage Capacity of Soil
Go
Verified
Weight of Water Retained in Unit Area of Soil
Go
Design of Lined Irrigation Channels
(5)
Verified
Area of Trapezoidal Channel Section for Smaller Discharge
Go
Verified
Area of Triangular Channel Section for Small Discharges
Go
Verified
Hydraulic Mean Depth of Triangular Section
Go
Verified
Perimeter of Trapezoidal Channel Section for Small Discharges
Go
Verified
Perimeter of Triangular Channel Section for Small Discharges
Go
Design of Non-Scouring Stable Channels having Protected Side Slopes (Shield's Entrainmnet Method)
(5)
Verified
Drag Force Exerted by Flow
Go
Verified
General Relation between Resisting Shear and Diameter of Particle
Go
Verified
Manning's Rugosity Coefficient according to Stickler's Formula
Go
Verified
Resisting Shear against Movement of Particle
Go
Verified
Unprotected Side Slopes Shear Stress Required to Move Single Grain
Go
Design of Stiffeners under Loads
(4)
Created
Column Yield Stress given Cross-Sectional Area of Column Web Stiffeners
Go
Created
Column-Web Depth Clear of Fillets
Go
Created
Computed Force for Column-Web Depth of Fillets
Go
Created
Computed Load given Cross-Sectional Area of Column Web Stiffeners
Go
8 More Design of Stiffeners under Loads Calculators
Go
Design of Worm Gears
(3)
Verified
Efficiency of Worm Gear given lead angle, pressure angle and coefficient of friction
Go
Verified
Lead angle of Worm Gear given number of starts and diametral quotient
Go
Verified
Rubbing speed of Worm Gear
Go
4 More Design of Worm Gears Calculators
Go
Dicken's Formula (1865)
(4)
Verified
Dicken's Formula for Maximum Flood Discharge in Central Andhra and Orrisa
Go
Verified
Dicken's Formula for Maximum Flood Discharge in Central India
Go
Verified
Dicken's Formula for Maximum Flood Discharge in North-Indian Hilly Regions
Go
Verified
Dicken's Formula for Maximum Flood Discharge in North-Indian Plains
Go
2 More Dicken's Formula (1865) Calculators
Go
Dilution Technique of Streamflow Measurements
(1)
Created
Constant Rate Injection Method or Plateau Gauging
Go
4 More Dilution Technique of Streamflow Measurements Calculators
Go
Economical Structural Steel
(3)
Created
Material Price p1 using Relative Material Cost Ratio
Go
Created
Material Price p2 using Relative Material Cost Ratio
Go
Created
Relative Material Cost Ratio
Go
19 More Economical Structural Steel Calculators
Go
Elastic Flexural Buckling of Columns
(1)
Created
Shear Modulus of Elasticity given Torsional Buckling Load for Pin Ended Columns
Go
6 More Elastic Flexural Buckling of Columns Calculators
Go
Electromagnetic Method
(2)
Created
Current in Coil in Electromagnetic Method
Go
Created
Depth of Flow in Electromagnetic Method
Go
1 More Electromagnetic Method Calculators
Go
Equivalent Column Concept
(3)
Created
Curvature of Column Based on Column Mode of Failure
Go
Created
Length of Equivalent Pin Ended Column given Max Deflection at Mid Height
Go
Created
Maximum Deflection at Mid-Height of Equivalent Pin-Ended Column
Go
2 More Equivalent Column Concept Calculators
Go
Evaporation
(1)
Created
Dalton-Type Equation
Go
5 More Evaporation Calculators
Go
Forces acting on Gravity Dam
(8)
Verified
Force Exerted by Silt in Addition to External Water Pressure represented by Rankine's Formula
Go
Verified
Maximum Pressure Intensity due to Wave Action
Go
Verified
Moment of Hydrodynamic Force about Base
Go
Verified
Net Effective Weight of Dam
Go
Verified
Resultant Force due to External Water Pressure acting from Base
Go
Verified
Von Karman Equation of Amount of Hydrodynamic Force acting from Base
Go
Verified
Wave Height for Fetch Less than 32 kilometers
Go
Verified
Wave Height for Fetch more than 32 kilometers
Go
Form Factors
(4)
Verified
Aerial Length of Basin given Form Factor
Go
Verified
Watershed Area given Form Factor
Go
Verified
Watershed Length given Form Factor
Go
Verified
Width of Basin given Form Factor
Go
6 More Form Factors Calculators
Go
Gravity Retaining Wall
(3)
Verified
Resultant Outside Middle Third
Go
Verified
Total Downward Force on Soil for Horizontal Component
Go
Verified
Total Downward Force on Soil when Resultant is Outside Middle Third
Go
4 More Gravity Retaining Wall Calculators
Go
Important terms Connected with Hydropower
(3)
Verified
Capacity Factor or Plant Factor
Go
Verified
Load Factor
Go
Verified
Utilization Factor or Plant Use Factor
Go
Infiltration Index
(1)
Verified
Runoff Coefficient given W-Index
Go
5 More Infiltration Index Calculators
Go
Ingli's Formula
(1)
Verified
Run-off in Cm for Non Ghat Area
Go
5 More Ingli's Formula Calculators
Go
Intermediate and High Flows
(3)
Created
Conveyance Function determined by Chezy's Law
Go
Created
Cross-sectional Area using Chezy's Law
Go
Created
Wetted Perimeter using Chezy's Law
Go
5 More Intermediate and High Flows Calculators
Go
Irrigation and Methods of Irrigation
(4)
Verified
Approximate Time Required to Cover Area of Land Irrigated with Water
Go
Verified
Determination of Supply Ditch of Discharge Q when Maximum Area is Irrigated
Go
Verified
Maximum Area that can be Irrigated with Supply Ditch of Discharge Q
Go
Verified
Soil Infiltration Capacity when Maximum Area is Irrigated
Go
Irrigation Efficiencies
(6)
Verified
Consumptive Use Efficiency
Go
Verified
Water Application Efficiency
Go
Verified
Water Conveyance Efficiency
Go
Verified
Water Distribution Efficiency
Go
Verified
Water Storage Efficiency
Go
Verified
Water Use Efficiency
Go
Irrigation Water Quality
(4)
Verified
Concentration of Salt in Irrigation Water
Go
Verified
Consumptive Use of Water
Go
Verified
Effective Rainfall or Useful Rainfall
Go
Verified
Salinity Concentration of Soil Solution
Go
Job Mix Concrete Volume
(1)
Created
Weight of Mixing Water in Batch
Go
9 More Job Mix Concrete Volume Calculators
Go
Kennedy's Theory
(2)
Verified
Kutter's Formula
Go
Verified
R G Kennedy Equation for Critical Velocity
Go
Khosla's Theory
(2)
Verified
Correction for Mutual Interference of Pile
Go
Verified
Khosla Derived Expression for Exit Gradient
Go
Lacey's Theory
(5)
Verified
Area of Regime Channel Section
Go
Verified
Bed Slope of Channel
Go
Verified
Hydraulic Mean Depth for Regime Channel using Lacey's Theory
Go
Verified
Velocity for Regime Channel using Lacey's Theory
Go
Verified
Wetted Perimeter of Channel
Go
Low Flow
(2)
Verified
Discharge given Depth at Gauging Station
Go
Verified
Head at Control given Depth at Gauging Station
Go
2 More Low Flow Calculators
Go
Methods Used for Designing the Channel Transitions
(2)
Verified
Chaturvedi's Semi Cubical Parabolic Transition when Water Depth remains Contant
Go
Verified
Mitra's Hyperbolic Transition when Water Depth remains Constant
Go
Minimum Eccentricity in Design of RCC Columns
(1)
Created
Axial Load carrying Capacity of Column
Go
2 More Minimum Eccentricity in Design of RCC Columns Calculators
Go
Non-Uniform Flow
(3)
Created
Area of Channel with known Conveyance of Channel at Section 1
Go
Created
Area of Channel with known Conveyance of Channel at Section 2
Go
Created
Conveyance of Channel at End Sections at 2
Go
10 More Non-Uniform Flow Calculators
Go
Pin-Ended Columns
(1)
Created
Radius of Gyration given Critical Buckling Load for Pin Ended Columns by Euler's Formula
Go
3 More Pin-Ended Columns Calculators
Go
Plastic Analysis
(8)
Verified
Plastic Moment for Circular section
Go
Verified
Plastic Moment for Fixed Beam with Load at its Center
Go
Verified
Plastic Moment for Fixed Beam with UDL
Go
Verified
Plastic Moment for Propped cantilever
Go
Verified
Plastic Moment for Rectangular Section
Go
Verified
Plastic Moment for SSB with load at distance
Go
Verified
Plastic Moment for SSB with Point load at center
Go
Verified
Plastic Moment for SSB with UDL
Go
PWD Method
(2)
Verified
Length of Long Wall
Go
Verified
Length of Short Wall
Go
Quantity of Earthwork for Embankments
(5)
Verified
Mean Sectional Area Method
Go
Verified
Mid Sectional Area Method
Go
Verified
Prizmoidal Formula for Series of Cross-Section of Road
Go
Verified
Sloping Surface Area of Embankment
Go
Verified
Trapezoidal Formula for Series of Cross-Section of Road
Go
Quantity of Earthwork in Hill Road
(3)
Verified
Quantity of Earthwork for Hilly Road Fully in Cutting or Banking
Go
Verified
Quantity of Earthwork for Hilly Road Partially in Banking
Go
Verified
Quantity of Earthwork for Hilly Road Partially in Cutting
Go
Rail Joints, Welding of Rails and Sleepers
(2)
Created
Force required to prevent expansion
Go
Created
Increase in length due to expansion
Go
Reclamation of Saline and Alkaline Lands
(4)
Verified
Consumptive Use given Total Irrigation Water Depth
Go
Verified
Depth of Water Drained Out Per Unit Area
Go
Verified
Leaching Requirement of Soil
Go
Verified
Total Irrigation Water Depth Applied
Go
Rectangular Beams with Tensile Reinforcing Only
(5)
Created
Bending Moment of Beam due to Stress in Concrete
Go
Created
Bending Moment of Beam due to Stress in Steel
Go
Created
Stress in Concrete using Working-Stress Design
Go
Created
Stress in Steel by Working-Stress Design
Go
Created
Stress in Steel using Working-Stress Design
Go
Relation to Predict the Spacing between Tile Drains
(2)
Verified
Spacing between Drains if Discharge is Considered
Go
Verified
Total Discharge carried by Drain
Go
Ryves Formula (1884)
(3)
Verified
Ryves Formula of Maximum Flood Discharge for Areas within 80-160km from East Coast
Go
Verified
Ryves Formula of Maximum Flood Discharge for Areas within 80km from East Coast
Go
Verified
Ryves Formula of Maximum Flood Discharge for Limited Areas near Hills
Go
2 More Ryves Formula (1884) Calculators
Go
Screening
(2)
Created
Maximum Head Loss when screen is 50 percent clogged
Go
Created
Minimum Head Loss when screen is fully functional
Go
3 More Screening Calculators
Go
Section Modulus for Various Shapes
(8)
Verified
Allowable Bending Stress
Go
Verified
Beam Width for Uniform Strength in Bending Stress
Go
Verified
Depth of Beam for Uniform Strength in Bending Stress
Go
Verified
Inner Breadth of Hollow Rectangular Shape
Go
Verified
Inner Depth of Hollow Rectangular Shape
Go
Verified
Inner Diameter of Hollow Circular Shape in Bending Stress
Go
Verified
Load on Beam for Uniform Strength in Bending Stress
Go
Verified
Outer Breadth of Hollow Rectangular Shape
Go
7 More Section Modulus for Various Shapes Calculators
Go
Shear on Connectors
(6)
Created
Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear
Go
Created
Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors
Go
Created
Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear
Go
Created
Total Horizontal Shear between Interior Support and Point of Contraflexure
Go
Created
Total Horizontal Shear to be Resisted by Shear Connectors
Go
Created
Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors
Go
3 More Shear on Connectors Calculators
Go
Shear Walls
(1)
Created
Shear carried by Concrete
Go
7 More Shear Walls Calculators
Go
Slender Columns
(1)
Created
Axial Load Capacity of Slender Columns
Go
2 More Slender Columns Calculators
Go
Slender Columns
(1)
Created
Slenderness Ratio given Elastic Critical Buckling Load
Go
3 More Slender Columns Calculators
Go
Streamflow Measurement
(1)
Verified
Concentration of Variable of Interest given Instantaneous Discharge and Mass Flux
Go
2 More Streamflow Measurement Calculators
Go
Structural Stability of Gravity Dams
(7)
Verified
Max Vertical Direct Stress Distribution at Base
Go
Verified
Maximum Height in Elementary Profile without Exceeding Allowable Compressive Stress of Dam
Go
Verified
Maximum Possible Height when Uplift is Neglected in Elementary Profile of Gravity Dam
Go
Verified
Minimum Vertical Direct Stress Distribution at Base
Go
Verified
Shear Friction Factor
Go
Verified
Sliding Factor
Go
Verified
Width of Elementary Gravity Dam
Go
Summit Curve
(4)
Created
Length of Summit Curve for Stopping Sight Distance when Curve Length is less than SSD
Go
Created
Length of Summit Curve for Stopping Sight Distance when Curve Length is more than SSD
Go
Created
Length of Summit Curve when Length of Curve is greater than OSD or ISD
Go
Created
Length of Summit Curve when Length of Curve is less than OSD or ISD
Go
Tensile Strength of Concrete
(2)
Created
Maximum Load Applied during Splitting Tensile Strength of Concrete
Go
Verified
Tensile Strength of Concrete in Combined Stress Design
Go
2 More Tensile Strength of Concrete Calculators
Go
Three Hinged Arches
(4)
Verified
Angle between Horizontal and Arch
Go
Verified
Horizontal Distance from Support to Section for Angle between Horizontal and Arch
Go
Verified
Rise of Arch in Three-hinged Circular Arch
Go
Verified
Span of Arch in Three-hinged Circular Arch
Go
4 More Three Hinged Arches Calculators
Go
Transition Curve
(6)
Created
Length of Transition Curve according to Rate of change of Centrifugal Acceleration
Go
Created
Length of Transition Curve according to Rate of Introduction of Superelevation
Go
Created
Length of Transition Curve by Empirical Formula for Mountainous and Steep Terrains
Go
Created
Length of Transition Curve by Empirical Formula for Plain and Rrolling Terrain
Go
Created
Length of Transition Curve if Pavement is Rotated about Inner Edge
Go
Created
Radius of Circular Curve given Length of Transition Curve
Go
Typical Short Column Formulas
(5)
Created
Critical Stress for Carbon Steel by AISC code
Go
Created
Critical Stress for Carbon Steel by Am. Br. Co. code
Go
Created
Critical Stress for Carbon Steel by AREA code
Go
Created
Critical Stress for Carbon Steel by Chicago code
Go
Created
Critical Stress for Cast Iron by NYC code
Go
4 More Typical Short Column Formulas Calculators
Go
Uniform Flow
(1)
Created
Conveyance of Channel
Go
7 More Uniform Flow Calculators
Go
Valley Curve
(4)
Created
Length of Valley Curve for Head Light Sight Distance when Length is less than SSD
Go
Created
Length of Valley Curve for Head Light Sight Distance when Length is more than SSD
Go
Created
Length of Valley Curve given Beam Angle and Height of Head Light
Go
Created
Length of Valley Curve given Height of Head Light and Beam Angle
Go
Water Requirements of Crops and Canal Irrigation
(2)
Verified
Discharge Required at Outlet
Go
Verified
Time Factor
Go
Webs under Concentrated Loads
(1)
Created
Required Stiffeners if Concentrated Load exceeds Load of Reaction R
Go
15 More Webs under Concentrated Loads Calculators
Go
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