Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has created this Calculator and 100+ more calculators!
Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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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

Bending Moment Capacity of Rectangular Beam
Bending moment of considered section=0.90*((Area of steel required-Area of compression reinforcement)*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))+(Area of compression reinforcement*yield strength of reinforcement*(Centroidal distance of tension reinforcement-Effective cover))) GO
Bending-Moment Capacity of Ultimate Strength when Area of Tension Reinforcement is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))) GO

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

Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete)))
M<sub>u</sub>=0.90*(A<sub>s</sub>*f<sub>y</sub>*d*(1-(0.59*((ρ *f<sub>y</sub>))/f<sub>c)))
More formulas
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
28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given GO

What is bending moment capacity?

It is the capacity or strength possessed by the beam to resist the flexural forces acting on it. Flexure is the quality or state to be bend.

How to Calculate Bending-Moment Capacity of Ultimate Strength when Beam Width is Given?

Bending-Moment Capacity of Ultimate Strength when Beam Width is Given calculator uses Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete))) to calculate the Bending moment of considered section, The Bending-Moment Capacity of Ultimate Strength when Beam Width is Given formula is defined for calculating bending moment capacity of a section, say, beam when the width of beam is given. . Bending moment of considered section and is denoted by Mu symbol.

How to calculate Bending-Moment Capacity of Ultimate Strength when Beam Width is Given using this online calculator? To use this online calculator for Bending-Moment Capacity of Ultimate Strength when Beam Width is Given, enter Area of steel required (As), yield strength of reinforcement (fy, Centroidal distance of tension reinforcement (d), Tension reinforcement ratio (ρ ) and 28 Day Compressive Strength of Concrete (fc) and hit the calculate button. Here is how the Bending-Moment Capacity of Ultimate Strength when Beam Width is Given calculation can be explained with given input values -> 0.042345 = 0.90*(0.0001*10000000*0.05*(1-(0.59*((1*10000000))/100000000))).

FAQ

What is Bending-Moment Capacity of Ultimate Strength when Beam Width is Given?
The Bending-Moment Capacity of Ultimate Strength when Beam Width is Given formula is defined for calculating bending moment capacity of a section, say, beam when the width of beam is given. and is represented as Mu=0.90*(As*fyyc))) or Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete))). Area of steel required is the amount of steel required for resisting the shear or diagonal stress as stirrups. , Yield strength of reinforcement is stress at which a predetermined amount of permanent deformation occurs, Centroidal distance of tension reinforcement is the distance measured from eternal fiber to centroid of tension reinforcement, Tension reinforcement ratio is the ratio between area of tensile reinforcement to the area of cross section and 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.
How to calculate Bending-Moment Capacity of Ultimate Strength when Beam Width is Given?
The Bending-Moment Capacity of Ultimate Strength when Beam Width is Given formula is defined for calculating bending moment capacity of a section, say, beam when the width of beam is given. is calculated using Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete))). To calculate Bending-Moment Capacity of Ultimate Strength when Beam Width is Given, you need Area of steel required (As), yield strength of reinforcement (fy, Centroidal distance of tension reinforcement (d), Tension reinforcement ratio (ρ ) and 28 Day Compressive Strength of Concrete (fc). With our tool, you need to enter the respective value for Area of steel required, yield strength of reinforcement, Centroidal distance of tension reinforcement, Tension reinforcement ratio 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.
How many ways are there to calculate Bending moment of considered section?
In this formula, Bending moment of considered section uses Area of steel required, yield strength of reinforcement, Centroidal distance of tension reinforcement, Tension reinforcement ratio and 28 Day Compressive Strength of Concrete. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2)))
  • Bending moment of considered section=0.90*((Area of steel required-Area of compression reinforcement)*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))+(Area of compression reinforcement*yield strength of reinforcement*(Centroidal distance of tension reinforcement-Effective cover)))
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