Bar Diameter when Development Length for a Hooked Bar is Given Calculator

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✖Development Length for Hooked Bar is the sufficient length to anchor bars near the end of connections.ⓘ Development Length for Hooked Bar [l_hb]			+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%

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[((0.1)*(sqrt(100000000)))/(1200*bar_diameter)] checking ... [((0.1)*(sqrt(100000000)))/(1200*bar_diameter)] (bar_diameter, 16) invalid . [((0.1)*(sqrt(100000000)))/(1200*bar_diameter)] errors were found.

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Bar Diameter when Development Length for a Hooked Bar is Given

Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has created this Calculator and 400+ more calculators!

Himanshi Sharma

Bhilai Institute of Technology (BIT), Raipur

Himanshi Sharma has verified this Calculator and 500+ 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

Bar Diameter when Development Length for a Hooked Bar is Given Formula

Bar Diameter=((Development Length for Hooked Bar)*(sqrt(28 Day Compressive Strength of Concrete)))/(1200*Bar Diameter)
db=((lhb)*(sqrt(fc)))/(1200*db)

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Bending-Moment Capacity of Ultimate Strength when Area of Tension Reinforcement is Given GO

Ultimate Shear Capacity of a Beam Section GO

Nominal Shear Strength of the Concrete GO

Nominal Shear Strength Provided by Reinforcement GO

Area of Steel Required in Vertical Stirrups GO

Spacing when Area of Steel in Vertical Stirrups is Given GO

Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given GO

Stirrup Spacing for Practical Design GO

Stirrup Area when Stirrup Spacing for Practical Design is Given GO

Stirrup Area when Support Angle is Given GO

Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given GO

Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given GO

Stirrups Area when Inclined Stirrups are Used GO

Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given GO

Development Length for Simple Support GO

Computed Flexural Strength when Development Length for Simple Support is Given GO

Applied Shear at Section when Development Length for Simple Support is Given GO

Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given GO

Development Length for a Hooked Bar GO

28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given GO

What is Rebar Hook?

Rebar Hooks are a low-cost, fast means of connecting threaded rod at right angles anywhere along the length of rebar employed for various purposes.

How does Temperature affect Steel Bar?

It is observed that as the bar diameter decreases, bond strength increases for same temperature level also the embedded length the bond strength decreases as the temperature increases.

How to Calculate Bar Diameter when Development Length for a Hooked Bar is Given?

Bar Diameter when Development Length for a Hooked Bar is Given calculator uses Bar Diameter=((Development Length for Hooked Bar)*(sqrt(28 Day Compressive Strength of Concrete)))/(1200*Bar Diameter) to calculate the Bar Diameter, The Bar Diameter when Development Length for a Hooked Bar is Given formula is defined as the diameter of the steel bar used in section. Bar Diameter and is denoted by d_b symbol.

How to calculate Bar Diameter when Development Length for a Hooked Bar is Given using this online calculator? To use this online calculator for Bar Diameter when Development Length for a Hooked Bar is Given, enter Development Length for Hooked Bar (l_hb) and 28 Day Compressive Strength of Concrete (f_c) and hit the calculate button. Here is how the Bar Diameter when Development Length for a Hooked Bar is Given calculation can be explained with given input values -> 69444.44 = ((0.1)*(sqrt(100000000)))/(1200*0.012).

FAQ

What is Bar Diameter when Development Length for a Hooked Bar is Given?

The Bar Diameter when Development Length for a Hooked Bar is Given formula is defined as the diameter of the steel bar used in section and is represented as d_b=((l_hb)*(sqrt(f_{c)))/(1200*d_b)} or Bar Diameter=((Development Length for Hooked Bar)*(sqrt(28 Day Compressive Strength of Concrete)))/(1200*Bar Diameter). Development Length for Hooked Bar is the sufficient length to anchor bars near the end of connections and 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.

How to calculate Bar Diameter when Development Length for a Hooked Bar is Given?

The Bar Diameter when Development Length for a Hooked Bar is Given formula is defined as the diameter of the steel bar used in section is calculated using Bar Diameter=((Development Length for Hooked Bar)*(sqrt(28 Day Compressive Strength of Concrete)))/(1200*Bar Diameter). To calculate Bar Diameter when Development Length for a Hooked Bar is Given, you need Development Length for Hooked Bar (l_hb) and 28 Day Compressive Strength of Concrete (f_c). With our tool, you need to enter the respective value for Development Length for Hooked Bar and 28 Day Compressive Strength of Concrete 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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