Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 300+ more calculators!
M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has verified this Calculator and 100+ more calculators!

11 Other formulas that you can solve using the same Inputs

Minimum Number of Connectors for Bridges
Number of Connectors in Bridges=(Force in Slab+Force in Slab at negative moment point)/(Reduction Factor*Ultimate Shear Connector Strength) GO
Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given
Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point GO
Shear Capacity if Web Slenderness is between α and 1.25α
Shear capacity =(0.54*Specified minimum yield stress*Web area*Separation ratio)/(Height of web/Web thickness) GO
Reduction Factor when Number of Connectors in Bridges is Given
Reduction Factor=Force in Slab/(Number of Connectors in Bridges*Ultimate Shear Connector Strength) GO
Number of Connectors in Bridges
Number of Connectors in Bridges=Force in Slab/(Reduction Factor*Ultimate Shear Connector Strength) GO
Force in Slab when Number of Connectors in Bridges is Given
Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength GO
Shear Capacity if Web Slenderness is greater than 1.25α
Shear capacity =(23760*effective length factor*Web area)/(Height of web/Web thickness)^2 GO
Allowable Horizontal Shear for Individual Connector for over 2 million cycles
Allowable Horizontal Shear=2.1*Channel Length GO
Allowable Horizontal Shear for Individual Connector for 2 million cycles
Allowable Horizontal Shear=2.4*Channel Length GO
Allowable Horizontal Shear for Individual Connector for 100,000 cycles
Allowable Horizontal Shear=4*Channel Length GO
Allowable Horizontal Shear for Individual Connector for 500,000 cycles
Allowable Horizontal Shear=3*Channel Length GO

6 Other formulas that calculate the same Output

28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given
28 Day Compressive Strength of Concrete=(axial capacity)/(0.55*strength reduction factor for bearing walls*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2)) GO
28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given
28 Day Compressive Strength of Concrete=((ratio of volume of spiral steel to concrete core*Yield strength of spiral reinforcement)/(0.45*((Gross area of column/Cross sectional area of column)-1))) GO
28-day Concrete Compressive Strength when Column Ultimate Strength is Given
28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement)) GO
28-day Compressive Strength when Ultimate Shear Connector Strength for Welded Studs is Given
28 Day Compressive Strength of Concrete=((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/Modulus Of Elasticity GO
28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given
28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2 GO
28-day Compressive Strength of Concrete when Force in Slab is Given
28 Day Compressive Strength of Concrete=Force in Slab/(0.85*Concrete Area) GO

28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given Formula

28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2
f<sub>c=(S<sub>u</sub>/(17.4*w*(h+t<sub>w</sub>/2)))^2
More formulas
Ultimate Shear Connector Strength for Channels GO
Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given GO
Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given GO
Channel Length when Ultimate Shear Connector Strength for Channels is Given GO
Ultimate Shear Strength for Welded Studs GO
28-day Compressive Strength when Ultimate Shear Connector Strength for Welded Studs is Given GO
Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given GO
Diameter of connector when Ultimate Shear Connector Strength for Welded Studs is Given GO

What is 28-day Compressive Strength of Concrete ?

It measures the ability of concrete to withstand loads that will decrease the size of the concrete. Compressive strength is tested by breaking cylindrical concrete specimens in a special machine designed to measure this type of strength.

How to Calculate 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given?

28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given calculator uses 28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2 to calculate the 28 Day Compressive Strength of Concrete, The 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given formula is defined as strength gained by concrete specimen after 28 days of curing. 28 Day Compressive Strength of Concrete and is denoted by fc symbol.

How to calculate 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given using this online calculator? To use this online calculator for 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given, enter Ultimate Shear Connector Strength (Su), Channel Length (w), Average Channel Flange Thickness (h) and Web thickness (tw) and hit the calculate button. Here is how the 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given calculation can be explained with given input values -> 29.20294 = (10000/(17.4*0.01*(10+1.27000000000508/2)))^2.

FAQ

What is 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given?
The 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given formula is defined as strength gained by concrete specimen after 28 days of curing and is represented as fc=(Su/(17.4*w*(h+tw/2)))^2 or 28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2. Ultimate Shear Connector Strength is maximum strength in shear, Channel Length is the length of channel, Average Channel Flange Thickness is length measured of section and Web thickness is the thickness of the web section in the member. .
How to calculate 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given?
The 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given formula is defined as strength gained by concrete specimen after 28 days of curing is calculated using 28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2. To calculate 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given, you need Ultimate Shear Connector Strength (Su), Channel Length (w), Average Channel Flange Thickness (h) and Web thickness (tw). With our tool, you need to enter the respective value for Ultimate Shear Connector Strength, Channel Length, Average Channel Flange Thickness and Web thickness and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate 28 Day Compressive Strength of Concrete?
In this formula, 28 Day Compressive Strength of Concrete uses Ultimate Shear Connector Strength, Channel Length, Average Channel Flange Thickness and Web thickness. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • 28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement))
  • 28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2
  • 28 Day Compressive Strength of Concrete=((ratio of volume of spiral steel to concrete core*Yield strength of spiral reinforcement)/(0.45*((Gross area of column/Cross sectional area of column)-1)))
  • 28 Day Compressive Strength of Concrete=(axial capacity)/(0.55*strength reduction factor for bearing walls*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2))
  • 28 Day Compressive Strength of Concrete=Force in Slab/(0.85*Concrete Area)
  • 28 Day Compressive Strength of Concrete=((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/Modulus Of Elasticity
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