Calculator A to Z

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