Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 300+ more calculators!
Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has verified this Calculator and 50+ more calculators!

7 Other formulas that you can solve using the same Inputs

Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given
Web thickness=((Ultimate Shear Connector Strength/(17.4*Channel Length*sqrt(28 Day Compressive Strength of Concrete)))-Average Channel Flange Thickness)*2 GO
Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given
Average Channel Flange Thickness=Ultimate Shear Connector Strength/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web thickness/2 GO
Ultimate Shear Connector Strength for Channels
Ultimate Shear Connector Strength=17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5)*(Average Channel Flange Thickness+Web thickness/2) GO
28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given
28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2 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

7 Other formulas that calculate the same Output

Allowable Horizontal Shear for welded studs for 2 million cycles
Allowable Horizontal Shear=7.85*(Stud diameter^2) GO
Allowable Horizontal Shear for welded studs for 100,000 cycles
Allowable Horizontal Shear=13.0*(Stud diameter^2) GO
Allowable Horizontal Shear for welded studs for 500,000 cycles
Allowable Horizontal Shear=10.6*(Stud diameter^2) GO
Allowable Horizontal Shear for welded studs for over 2 million cycles
Allowable Horizontal Shear=5.5*(Stud diameter^2) 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

Allowable Horizontal Shear for Individual Connector for over 2 million cycles Formula

Allowable Horizontal Shear=2.1*Channel Length
Z<sub>r</sub>=2.1*w
More formulas
Horizontal Shear Range at the juncture of Slab and Beam GO
Shear Range due to Live and Impact Load when Horizontal Shear Range is Given GO
Static Moment of Transformed Section when Horizontal Shear Range is Given GO
Moment of Inertia of Transformed Section when Horizontal Shear Range is Given GO
Allowable Horizontal Shear for Individual Connector for 100,000 cycles GO
Allowable Horizontal Shear for Individual Connector for 500,000 cycles GO
Allowable Horizontal Shear for Individual Connector for 2 million cycles GO
Allowable Horizontal Shear for welded studs for 100,000 cycles GO
Allowable Horizontal Shear for welded studs for 500,000 cycles GO
Allowable Horizontal Shear for welded studs for 2 million cycles GO
Allowable Horizontal Shear for welded studs for over 2 million cycles GO

What is Allowable Shear Stress ?

Allowable Shear stress is simply equal to working shear stress when Factor of Safety (FOS) being always greater than 1 and or, allowable shear stress value is always less than the yield shear stress. Therefore we are making those parts to experience less stress for same amount of force

How to Calculate Allowable Horizontal Shear for Individual Connector for over 2 million cycles?

Allowable Horizontal Shear for Individual Connector for over 2 million cycles calculator uses Allowable Horizontal Shear=2.1*Channel Length to calculate the Allowable Horizontal Shear, The Allowable Horizontal Shear for Individual Connector for over 2 million cycles formula is defined as range of shear stress depending on cyclic variables based on number of cycles. Allowable Horizontal Shear and is denoted by Zr symbol.

How to calculate Allowable Horizontal Shear for Individual Connector for over 2 million cycles using this online calculator? To use this online calculator for Allowable Horizontal Shear for Individual Connector for over 2 million cycles, enter Channel Length (w) and hit the calculate button. Here is how the Allowable Horizontal Shear for Individual Connector for over 2 million cycles calculation can be explained with given input values -> 2.100E-5 = 2.1*0.01.

FAQ

What is Allowable Horizontal Shear for Individual Connector for over 2 million cycles?
The Allowable Horizontal Shear for Individual Connector for over 2 million cycles formula is defined as range of shear stress depending on cyclic variables based on number of cycles and is represented as Zr=2.1*w or Allowable Horizontal Shear=2.1*Channel Length. Channel Length is the length of channel.
How to calculate Allowable Horizontal Shear for Individual Connector for over 2 million cycles?
The Allowable Horizontal Shear for Individual Connector for over 2 million cycles formula is defined as range of shear stress depending on cyclic variables based on number of cycles is calculated using Allowable Horizontal Shear=2.1*Channel Length. To calculate Allowable Horizontal Shear for Individual Connector for over 2 million cycles, you need Channel Length (w). With our tool, you need to enter the respective value for Channel Length 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 Allowable Horizontal Shear?
In this formula, Allowable Horizontal Shear uses Channel Length. We can use 7 other way(s) to calculate the same, which is/are as follows -
  • Allowable Horizontal Shear=4*Channel Length
  • Allowable Horizontal Shear=3*Channel Length
  • Allowable Horizontal Shear=2.4*Channel Length
  • Allowable Horizontal Shear=13.0*(Stud diameter^2)
  • Allowable Horizontal Shear=10.6*(Stud diameter^2)
  • Allowable Horizontal Shear=7.85*(Stud diameter^2)
  • Allowable Horizontal Shear=5.5*(Stud diameter^2)
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