Moment Resistance of Steel when Ks is Given Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Concrete ↺
Concrete	Working Stress Design of Tension Reinforced Rectangular Beams ↺
Working-Stress-Design-Of-Tension-Reinforced-Rectangular-Beams	Allowable Bending Moment ↺

✖Modification Factor for varying spanⓘ Modification Factor [K_s]			+10% -10%
✖Beam Width is defined as the shortest/least measurement of the beam.ⓘ Beam Width [b]			+10% -10%
✖Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre.ⓘ Effective depth of beam [d]			+10% -10%

✖Moment Resistance of Steel at allowable bending momentⓘ Moment Resistance of Steel when Ks is Given [M_s]

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Moment Resistance of Steel when Ks 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

Moment of Inertia of Transformed Beam Section

Moment of Inertia Transformed Beam=(0.5*Beam Width*(Distance Neutral to face of Concrete ^2))+2*(Elasticity Ratio of Steel to Concrete-1)*Area of Compressive Reinforcement*(Distance Neutral to Compressive Reinforcing Steel^2)+Elasticity Ratio of Steel to Concrete*(Distance Neutral to Tensile Reinforcing Steel^2)*Tensile Reinforcement Area GO

Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given

Sum of perimeters=Total Shear/(Ratio j*Effective depth of beam*Bond stress on surface of bar) GO

Total Shear when Bond Stress on Bar Surface is Given

Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters) GO

Bond Stress on Bar Surface

Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters) GO

Depth of Beam when Stress in Concrete is Given

Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress)) GO

Bending Moment when Stress in Concrete is Given

Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2 GO

Stress in Concrete

Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO

Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given

Stress=Bending moment/(Ratio p*Ratio j*Beam Width*Depth of the Beam^2) GO

Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given

Depth of the Beam=Total Shear/(Beam Width*Shearing Unit Stress) GO

Shearing Unit Stress in a Reinforced Concrete Beam

Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO

Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given

Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam GO

< 4 Other formulas that calculate the same Output

Moment Resistance of Steel

Moment Resistance of Steel=(Total Tension*Ratio of Distance between centroids *Effective depth of beam)+(area of tension reinforcement*Tensile Stress in Steel*Ratio of Distance between centroids *Effective depth of beam) GO

Moment Resistance of Steel when Stress and Area are Given

Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam) GO

Moment Resistance of Steel when Steel Ratio is Given

Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2 GO

Moment Resistance of Steel when Flange Thickness is Given

Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2)) GO

Moment Resistance of Steel when Ks is Given Formula

Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2
M<sub>s</sub>=K<sub>s</sub>*b*(d)^2

More formulas

Moment Resistance of Concrete when Compressive Stress is Given GO

Moment Resistance of Concrete when Kc is Given GO

Moment Resistance of Steel when Stress and Area are Given GO

Moment Resistance of Steel when Steel Ratio is Given GO

What is meant by Moment of Resistance?

Moment of Resistance is the couple produced by the internal forces in a structural member subjected to bending under the maximum permissible stress.

How to Calculate Moment Resistance of Steel when Ks is Given?

Moment Resistance of Steel when Ks is Given calculator uses Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2 to calculate the Moment Resistance of Steel, The Moment Resistance of Steel when Ks is Given formula is defined as the product of modification factor of tensile reinforcement over a span, beam width and effective depth. Moment Resistance of Steel and is denoted by M_s symbol.

How to calculate Moment Resistance of Steel when Ks is Given using this online calculator? To use this online calculator for Moment Resistance of Steel when Ks is Given, enter Modification Factor (K_s), Beam Width (b) and Effective depth of beam (d) and hit the calculate button. Here is how the Moment Resistance of Steel when Ks is Given calculation can be explained with given input values -> 0.00016 = 1*0.01*(4)^2.

FAQ

What is Moment Resistance of Steel when Ks is Given?

The Moment Resistance of Steel when Ks is Given formula is defined as the product of modification factor of tensile reinforcement over a span, beam width and effective depth and is represented as M_s=K_s*b*(d)^2 or Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2. Modification Factor for varying span, Beam Width is defined as the shortest/least measurement of the beam and Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre.

How to calculate Moment Resistance of Steel when Ks is Given?

The Moment Resistance of Steel when Ks is Given formula is defined as the product of modification factor of tensile reinforcement over a span, beam width and effective depth is calculated using Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2. To calculate Moment Resistance of Steel when Ks is Given, you need Modification Factor (K_s), Beam Width (b) and Effective depth of beam (d). With our tool, you need to enter the respective value for Modification Factor , Beam Width and Effective depth of beam 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 Moment Resistance of Steel?

In this formula, Moment Resistance of Steel uses Modification Factor , Beam Width and Effective depth of beam. We can use 4 other way(s) to calculate the same, which is/are as follows -

Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam)
Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2
Moment Resistance of Steel=(Total Tension*Ratio of Distance between centroids *Effective depth of beam)+(area of tension reinforcement*Tensile Stress in Steel*Ratio of Distance between centroids *Effective depth of beam)
Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2))

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