Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has created this Calculator and 100+ more calculators!
Kethavath Srinath
Osmania University (OU), Hyderabad
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11 Other formulas that you can solve using the same Inputs

Evaporation from Energy Budget Method
Evaporation from water body (mm/day) =(Net Heat received by the Water Surface-Heat Flux into the Ground-Head stored in Water Body-Net Heat Conducted out system by Water Flow)/(Water Density*Latent Heat of Evaporation*(1+Bowen’s Ratio)) GO
Volume Flow Rate of Sludge Feed when Weight Flow Rate is Given
Volume flow rate of sludge feed=(7.48*Weight flow rate of sludge feed)/(Water Density*Specific gravity of sludge*Percent solids*60) GO
Bowen’s Ratio
Bowen’s Ratio=Sensible heat transfer from water body/Water Density*Latent Heat of Evaporation*Evaporation from water body (mm/day) GO
Weight Flow Rate of Sludge Feed
Weight flow rate of sludge feed=(Volume flow rate of sludge feed*Specific gravity of sludge*Water Density*Percent solids*60)/7.48 GO
Heat Energy used up in Evaporation
Heat Energy used up in Evaporation=Water Density*Latent Heat of Evaporation*Evaporation from water body (mm/day) GO
Absolute Volume of the Component
absolute volume=weight of material/(specific gravity of the material*Water Density) GO
Weight of the Material when Absolute Volume of the Component is Given
weight of material= absolute volume*specific gravity of the material*Water Density GO
Tidal power
Tidal Power=Water Density*9.81*Head*Head*Area/Period of Tidal Cycle GO
Specific Gravity
specific gravity of liquid =Density/Water Density GO
Hydro Power
Hydro Power=Water Density*9.81*Discharge*Head GO
Relative Density
Relative Density=Density/Water Density GO

Specific Gravity of the Material when Absolute Volume of the Component is Given Formula

specific gravity of the material=weight of material/( absolute volume*Water Density)
SG=W<sub>L</sub>/(V<sub>a</sub>*WD)
More formulas
Weight of Cementitious Materials in Batch when Water Cementitious Ratio is Given GO
Weight of Mixing Water in Batch when Water Cementitious Ratio is Given GO
Water Cementitious Ratio GO
Absolute Volume of the Component GO
Weight of the Material when Absolute Volume of the Component is Given GO
Modulus of Elasticity of Concrete in USCS Units GO
Modulus of Elasticity of Concrete in SI Units GO
Modulus of Elasticity of Normal Weight and Density Concrete in USCS Units GO
Modulus of Elasticity of Normal Weight and Density Concrete in SI Units GO
Tensile Strength of Normal Weight and Density Concrete in USCS Units GO
Tensile Strength of Normal Weight and Density Concrete in SI Units GO
Positive Moment for End Spans if Discontinuous End is Unrestrained GO
Positive Moment for End Spans if Discontinuous End is Integral with Support GO
Positive Moment for Interior Spans GO
Negative Moment at Exterior Face of First Interior Support for Two Spans GO
Negative Moment at Exterior Face of First Interior Support for More Than Two Spans GO
Negative Moment at Other Faces of Interior Supports GO
Negative Moment at Interior Faces of Exterior Supports where Support is a Spandrel Beam GO
Negative Moment at Interior Faces of Exterior Support where Support is a Column GO
Shear Force at All Other Supports GO
Shear Force in End Members at First Interior Support GO
28-Day Concrete Compressive Strength GO
28-Day Concrete Compressive Strength when Water Cement Ratio is Given GO
Water Cement Ratio when 28-Day Concrete Compressive Strength is Given GO
Modulus of Elasticity for Normal Weight Concrete GO
Modulus of Elasticity GO
Basic Development Length for Bars and Wire in Tension GO
Area of Bar when Basic Development Length is Given GO
Bar Steel Yield Strength when Basic Development Length is Given GO
Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given GO
Basic Development Length for No 14 Bars GO
Basic Development Length for No 18 Bars GO
Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given GO
Equation for Crack Control Specific Limits GO
Stress Calculated in Crack Control GO
Live Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads GO
Basic Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads GO
Ultimate Strength when Wind and Earthquake Loads are not Applied GO
Ultimate Strength when Wind Loads are Applied GO
Basic Load Effect when Ultimate Strength is Given for Applied Wind Loads GO
Wind Load Effect when Ultimate Strength is Given for Applied Wind Loads GO
Cracking Moment for Reinforced Concrete Beams GO
Moment of Inertia of Gross Concrete Section when Cracking Moment is Given GO
Distance From the Centroidal Axis when Cracking Moment is Given GO
Modulus of Rupture of Concrete GO
Distance from Extreme Compression Surface to Neutral Axis in Compression Failure GO
Modular Ratio GO
Compressive Stress in Extreme Concrete Surface GO
Stress in Steel GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given GO
Area of Tension Reinforcement when Steel Ratio is Given GO
Beam Width when Steel Ratio is Given GO
Steel Ratio GO
Distance between Centroid of Compression and Centroid of Tension GO
Bending Moment Capacity of Rectangular Beam GO
Depth of Equivalent Rectangular Compressive Stress Distribution GO
Stress in Compressive Steel GO
Equation Based on Linear Variation of Stress and Strain with Distance GO
Total Compressive Force on Beam Cross Section GO
Total Compression on Concrete GO
Force Acting on Compressive Steel GO
Force Acting on Tensile Steel GO
Stress in Tensile Steel to Stress in Extreme Compression Surface Ratio GO
Value of k in Design Reviewing GO
Moment Resistance of Tensile Steel when Force is Given GO
Moment Resistance of Tensile Steel when Area is Given GO
Stress in Tensile Steel when Bending Moment is Given GO
Moment Resistance in Compression GO
Stress in Extreme Compression Surface when Moment Resistance is Given GO
Moment Resisting Capacity of Concrete GO
Moment Resisting Capacity of Concrete when Bending Moment is Given GO
Moment Resisting Capacity of Compressive Steel GO
Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given GO
Distance when the Neutral Axis Lies in the Flange GO
Depth when the Neutral Axis Lies in the Flange GO
ω when the Neutral Axis Lies in the Flange GO
Maximum Ultimate Moment when Neutral Axis Lies in Web GO
Equivalent Rectangular Compressive Stress Distribution Depth GO
Total Compressive Force when Concrete Stress is Given GO
Total Compressive Force when Area and Tensile Steel Stress is Given GO
Distance from Extreme Compression Surface to Neutral Axis GO
Moment Resistance of Steel GO
Moment Resistance of Concrete when Compressive Force is Given GO
Moment Resistance of Concrete when Stress in Concrete is Given GO
Moment Resistance of Concrete when Flange Thickness is Given GO
Moment Resistance of Steel when Flange Thickness is Given GO
Shear Reinforcement Area GO
Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given GO
Spacing of Closed Stirrups for Torsion GO
Max Concrete Torsion GO
Max Ultimate Torsion for Torsion Effects GO
Maximum Allowable Torsion GO
Max Torsion due to Service Load for Torsion Effects GO
Spacing of Closed Stirrups for Torsion GO
Maximum Slab Thickness GO
Total Static Design Moment in a Strip GO
Uniform Design Load per Unit of Slab Area when Total Static Design Moment is Given GO
Clear Span in Direction Moments when Total Static Design Moment is Given GO
Strip Width when Total Static Design Moment is Given GO
Concrete Column Elasticity Modulus when Flexural Stiffness is Given GO
Moment of Inertia about Centroidal Axis when Flexural Stiffness is Given GO
Equation for Punching Shear Design GO
Concrete Shear Strength at Critical Sections GO
Eccentricity of Shear GO
Shear Friction Reinforcement Area GO
Design Shear when Shear Friction Reinforcement Area is Given GO
Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given GO
Volume of Spiral Steel to Volume of Concrete Core Ratio GO
Spiral Steel Yield Strength when Volume of Spiral Steel to Concrete Core Ratio is Given GO
28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given GO
Nominal Shear Stress GO
Total Design Shear Force when Nominal Shear Stress is Given GO
Wall Overall Thickness when Nominal Shear Stress is Given GO
Wall Horizontal Length when Nominal Shear Stress is Given GO
Concrete Strength when Shear Force is Given GO
Minimum Horizontal Reinforcement GO
Maximum Shear Strength GO
Earth Thrust Horizontal Component when Sum of Righting Moments is Given GO
Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given GO
Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given GO
Pressure P1 when Resultant is at Middle Third Edge GO
Pressure when Resultant is Outside Middle Third GO
Retaining Wall Righting Moment GO
Overturning Moment GO
Counterfort Shear Unit Stress on a Horizontal Section GO
Youngs modulus of concrete GO
Shear Force on the Section GO
Shear Force on the Section for a Vertical Wall Face GO
Maximum Moment for Symmetrical Concrete Wall Footing GO
Uniform Pressure on Soil when Maximum Moment is Given GO
Tensile Bending Stress at Bottom when Footing is Deep GO

What is Specific Gravity?

The Specific Gravity is a dimensionless unit defined as the ratio of the density of the material to the density of water at a specified temperature. An object or material that has a specific gravity of 2 weighs twice as much as the same volume of water.

How to Calculate Specific Gravity of the Material when Absolute Volume of the Component is Given?

Specific Gravity of the Material when Absolute Volume of the Component is Given calculator uses specific gravity of the material=weight of material/( absolute volume*Water Density) to calculate the specific gravity of the material, The Specific Gravity of the Material when Absolute Volume of the Component is Given formula calculates the ratio of density of material to the density of water when we have a prior info of absolute volume of a particular component. specific gravity of the material and is denoted by SG symbol.

How to calculate Specific Gravity of the Material when Absolute Volume of the Component is Given using this online calculator? To use this online calculator for Specific Gravity of the Material when Absolute Volume of the Component is Given, enter weight of material (WL), absolute volume (Va) and Water Density (WD) and hit the calculate button. Here is how the Specific Gravity of the Material when Absolute Volume of the Component is Given calculation can be explained with given input values -> 1 = 1/(1*1).

FAQ

What is Specific Gravity of the Material when Absolute Volume of the Component is Given?
The Specific Gravity of the Material when Absolute Volume of the Component is Given formula calculates the ratio of density of material to the density of water when we have a prior info of absolute volume of a particular component and is represented as SG=WL/(Va*WD) or specific gravity of the material=weight of material/( absolute volume*Water Density). weight of material is the total weight of the material used in a batch, absolute volume is the total volume required for the four components—cements, gravel, sand, and water and Water Density is mass per unit of water.
How to calculate Specific Gravity of the Material when Absolute Volume of the Component is Given?
The Specific Gravity of the Material when Absolute Volume of the Component is Given formula calculates the ratio of density of material to the density of water when we have a prior info of absolute volume of a particular component is calculated using specific gravity of the material=weight of material/( absolute volume*Water Density). To calculate Specific Gravity of the Material when Absolute Volume of the Component is Given, you need weight of material (WL), absolute volume (Va) and Water Density (WD). With our tool, you need to enter the respective value for weight of material, absolute volume and Water Density and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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