Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 400+ more calculators!
Shikha Maurya
Indian Institute of Technology (IIT), Bombay
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11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO
Ultimate Strength for No Compression Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement*Force ratio of strengths of reinforcements)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*(Area ratio of tensile reinforcement*Eccentricity by method of frame analysis*Force ratio of strengths of reinforcements/Distance from Compression to Tensile Reinforcement))) GO
Balanced Moment when Φ is Given
Balanced Moment=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress*(Distance from Compression to Tensile Reinforcement-Distance from Plastic to Tensile Reinforcement-Depth Rectangular Compressive Stress/2))+(Area of Compressive Reinforcement*Yeild Strength of Base Plate*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment-Distance from Plastic to Tensile Reinforcement))+(area of tension reinforcement*Tensile Stress in Steel*Distance from Plastic to Tensile Reinforcement)) GO
Ultimate Strength for Symmetrical Reinforcement in Single Layers
Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) GO
Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
Area of Compressive Reinforcement=((Axial Load Capacity/Resistance Factor)-(.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(area of tension reinforcement*Tensile Stress in Steel))/Yeild Strength of Base Plate GO
Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
area of tension reinforcement=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel GO
Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given
Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement GO
Axial-Load Capacity of Short Rectangular Members
Axial Load Capacity=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(area of tension reinforcement*Tensile Stress in Steel)) GO
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given
Yield Strength=(Ultimate strength-0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement))/Area of Reinforcement GO
Column Ultimate Strength with Zero Eccentricity of Load
Ultimate strength=0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement)+Yield Strength*Area of Reinforcement GO
Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate
Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete GO

2 Other formulas that calculate the same Output

Web Thickness when Stress Due to Load Near Beam End is Given
Web thickness=Column load/(Allowable compressive stress*(Minimum bearing length+2.5*Distance from flange to web fillet)) GO
Web Thickness when Stress is Given
Web thickness=Column load/(Allowable compressive stress*(Minimum bearing length+5*Distance from flange to web fillet)) GO

Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given Formula

Web thickness=((Ultimate Shear Connector Strength/(17.4*Channel Length*sqrt(28 Day Compressive Strength of Concrete)))-Average Channel Flange Thickness)*2
t<sub>w</sub>=((S<sub>u</sub>/(17.4*w*sqrt(f<sub>c)))-h)*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 Length when Ultimate Shear Connector Strength for Channels is Given GO
28-day Compressive Strength of Concrete 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 Shear Connectors ?

A Shear connector is a steel projection provided on the top flange of steel composite bridge girders to provide necessary shear transfer between the steel girder and composite slab to enable composite action. The most widely used form of shear connector is the headed stud, or shear stud.

How to Calculate Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given?

Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given calculator uses Web thickness=((Ultimate Shear Connector Strength/(17.4*Channel Length*sqrt(28 Day Compressive Strength of Concrete)))-Average Channel Flange Thickness)*2 to calculate the Web thickness, The Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given formula is defined as total width of plate used in construction of channel section. Web thickness and is denoted by tw symbol.

How to calculate Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given using this online calculator? To use this online calculator for Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given, enter Ultimate Shear Connector Strength (Su), Channel Length (w), 28 Day Compressive Strength of Concrete (fc) and Average Channel Flange Thickness (h) and hit the calculate button. Here is how the Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given calculation can be explained with given input values -> -334.871934 = ((10000/(17.4*0.01*sqrt(100000000)))-10)*2.

FAQ

What is Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given?
The Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given formula is defined as total width of plate used in construction of channel section and is represented as tw=((Su/(17.4*w*sqrt(fc)))-h)*2 or Web thickness=((Ultimate Shear Connector Strength/(17.4*Channel Length*sqrt(28 Day Compressive Strength of Concrete)))-Average Channel Flange Thickness)*2. Ultimate Shear Connector Strength is maximum strength in shear, Channel Length is the length of channel, 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it and Average Channel Flange Thickness is length measured of section.
How to calculate Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given?
The Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given formula is defined as total width of plate used in construction of channel section is calculated using Web thickness=((Ultimate Shear Connector Strength/(17.4*Channel Length*sqrt(28 Day Compressive Strength of Concrete)))-Average Channel Flange Thickness)*2. To calculate Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given, you need Ultimate Shear Connector Strength (Su), Channel Length (w), 28 Day Compressive Strength of Concrete (fc) and Average Channel Flange Thickness (h). With our tool, you need to enter the respective value for Ultimate Shear Connector Strength, Channel Length, 28 Day Compressive Strength of Concrete and Average Channel Flange 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 Web thickness?
In this formula, Web thickness uses Ultimate Shear Connector Strength, Channel Length, 28 Day Compressive Strength of Concrete and Average Channel Flange Thickness. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Web thickness=Column load/(Allowable compressive stress*(Minimum bearing length+5*Distance from flange to web fillet))
  • Web thickness=Column load/(Allowable compressive stress*(Minimum bearing length+2.5*Distance from flange to web fillet))
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