Calculators Created by Ayush Singh

Gautam Buddha University (GBU), Greater Noida
https://www.linkedin.com/in/ayush-singh-34977a1b0/
60
Formulas Created
99
Formulas Verified
53
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 60 and verified 99 calculators across 53 different categories till date.
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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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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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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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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Verified Drag on airfoil
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Verified Lift on airfoil
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5 More CFD- Computational Fluid Dyanmics Calculators
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Created Buckling Stiffness Factor
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1 More Column Stability and Buckling Stiffness Factor Calculators
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Verified Blaney-Criddle Formula of Monthly Consumptive Use
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Verified Hargreave's Class A Pan Evaporation Method
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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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Created Curve Number
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Created Potential Maximum Retention
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1 More Curve Number (CN) Calculators
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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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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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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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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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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 Gear Calculators
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Created Constant Rate Injection Method or Plateau Gauging
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1 More Dilution Technique of Streamflow Measurements Calculators
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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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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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Created Dalton-type Equation
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2 More Empirical Evaporation Equations Calculators
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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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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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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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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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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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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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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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Created Weight of Mixing Water in Batch
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5 More Job Mix Concrete Volume Calculators
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Verified Kutter's Formula
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Verified R G Kennedy Equation for Critical Velocity
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Verified Correction for Mutual Interference of Pile
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Verified Khosla Derived Expression for Exit Gradient
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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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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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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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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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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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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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Verified Length of Long Wall
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Verified Length of Short Wall
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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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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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Created Force required to prevent expansion
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Created Increase in length due to expansion
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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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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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Verified Spacing between Drains if Discharge is Considered
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Verified Total Discharge carried by Drain
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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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Created Shear carried by Concrete
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7 More Shear Walls Calculators
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Created Axial Load Capacity of Slender Columns
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2 More Slender Columns Calculators
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Created Slenderness Ratio given Elastic Critical Buckling Load
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3 More Slender Columns Calculators
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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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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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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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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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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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Created Conveyance of channel
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7 More Uniform Flow Calculators
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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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Verified Discharge Required at Outlet
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Verified Time Factor
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