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

Category	Engineering ↺
Engineering	Civil ↺
Civil	Concrete ↺
Concrete	Ultimate Strength Design of Tension Reinforced Rectangular Beams ↺
Ultimate-Strength-Design-Of-Tension-Reinforced-Rectangular-Beams	Hooks on Bars ↺

✖Bar Diameter are most usually comprised to 12, 16, 20, and 25 mm.ⓘ Bar Diameter [d_b]			+10% -10%
✖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 Concrete Compressive Strength when Development Length for a Hooked Bar is Given [f_c]

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Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has created this Calculator and 300+ more calculators!

Himanshi Sharma

Bhilai Institute of Technology (BIT), Raipur

Himanshi Sharma has verified this Calculator and 500+ more calculators!

< 2 Other formulas that you can solve using the same Inputs

Bar Diameter when Development Length for a Hooked Bar is Given

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

Development Length for a Hooked Bar

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

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 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 Concrete Compressive Strength when Development Length for a Hooked Bar is Given Formula

28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2
fc=((1200*db)/(lhb))^2

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Bending-Moment Capacity of Ultimate Strength when Beam Width is Given GO

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

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

What is Compressive Strength?

Compressive Strength can be defined as the capacity of concrete to withstand loads acting as the structural member before failure occurs.

Why is Compressive Strength of Concrete important?

The compressive strength of concrete is one of the most important parameters that resist compressive stresses acting on the section and thus estimates the required property of the materials being used.

How to Calculate 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given?

28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given calculator uses 28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2 to calculate the 28 Day Compressive Strength of Concrete, The 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given formula is defined as the minimum compressive strength at which the concrete should fail in the respective Standard Compressive tests. 28 Day Compressive Strength of Concrete and is denoted by f_c symbol.

How to calculate 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given using this online calculator? To use this online calculator for 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given, enter Bar Diameter (d_b) and Development Length for Hooked Bar (l_hb) and hit the calculate button. Here is how the 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given calculation can be explained with given input values -> 0.020736 = ((1200*0.012)/(0.1))^2.

FAQ

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

The 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given formula is defined as the minimum compressive strength at which the concrete should fail in the respective Standard Compressive tests and is represented as f_{c=((1200*d_b)/(l_hb))^2} or 28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2. Bar Diameter are most usually comprised to 12, 16, 20, and 25 mm and Development Length for Hooked Bar is the sufficient length to anchor bars near the end of connections.

How to calculate 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given?

The 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given formula is defined as the minimum compressive strength at which the concrete should fail in the respective Standard Compressive tests is calculated using 28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2. To calculate 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given, you need Bar Diameter (d_b) and Development Length for Hooked Bar (l_hb). With our tool, you need to enter the respective value for Bar Diameter and Development Length for Hooked Bar 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 Bar Diameter and Development Length for Hooked Bar. 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=((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/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2
28 Day Compressive Strength of Concrete=((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/Modulus Of Elasticity

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