Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Bridge and Suspension Cable ↺
Bridge-And-Suspension-Cable	Number of Connectors in Bridges ↺
Number-Of-Connectors-In-Bridges	Ultimate Shear Strength of Connectors in Bridges ↺

✖Ultimate Shear Connector Strength is maximum strength in shear.ⓘ Ultimate Shear Connector Strength [S_u]			+10% -10%
✖Channel Length is the length of channel.ⓘ Channel Length [w]			+10% -10%
✖28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.ⓘ 28 Day Compressive Strength of Concrete [f_c]			+10% -10%
✖Web thickness is the thickness of the web section in the member. ⓘ Web thickness [t_w]			+10% -10%

✖Average Channel Flange Thickness is length measured of sectionⓘ Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given [h]

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Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 500+ more calculators!

Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has verified this Calculator and 100+ more calculators!

< 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

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

Average Channel Flange Thickness=Ultimate Shear Connector Strength/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web thickness/2
h=Su/(17.4*w*((fc)^0.5))-tw/2

More formulas

Ultimate Shear Connector Strength for Channels 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

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 Channel Section ?

The structural channel, also known as a C-channel or Parallel Flange Channel (PFC), is a type of (usually structural steel) beam, used primarily in building construction and civil engineering.

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

Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given calculator uses Average Channel Flange Thickness=Ultimate Shear Connector Strength/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web thickness/2 to calculate the Average Channel Flange Thickness, The Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given formula is defined as thickness of flange plate of the connector used in design of bridges. Average Channel Flange Thickness and is denoted by h symbol.

How to calculate Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given using this online calculator? To use this online calculator for Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given, enter Ultimate Shear Connector Strength (S_u), Channel Length (w), 28 Day Compressive Strength of Concrete (f_c) and Web thickness (t_w) and hit the calculate button. Here is how the Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given calculation can be explained with given input values -> 5.112126 = 10000/(17.4*0.01*((100000000)^0.5))-1.27000000000508/2.

FAQ

What is Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given?

The Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given formula is defined as thickness of flange plate of the connector used in design of bridges and is represented as h=S_u/(17.4*w*((f_{c)^0.5))-t_w/2} or Average Channel Flange Thickness=Ultimate Shear Connector Strength/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web 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 Web thickness is the thickness of the web section in the member. .

How to calculate Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given?

The Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given formula is defined as thickness of flange plate of the connector used in design of bridges is calculated using Average Channel Flange Thickness=Ultimate Shear Connector Strength/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web thickness/2. To calculate Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given, you need Ultimate Shear Connector Strength (S_u), Channel Length (w), 28 Day Compressive Strength of Concrete (f_c) and Web thickness (t_w). With our tool, you need to enter the respective value for Ultimate Shear Connector Strength, Channel Length, 28 Day Compressive Strength of Concrete and Web thickness 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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