Moment Resistance of Steel given Stress and Area Solution

STEP 0: Pre-Calculation Summary
Formula Used
Moment Resistance of Steel = (Tensile Stress in Steel*Area of Steel required*Ratio of Distance between Centroids*Effective Depth of Beam)
Ms = (fTS*As*r*deff)
This formula uses 5 Variables
Variables Used
Moment Resistance of Steel - (Measured in Newton Meter) - Moment Resistance of Steel is the ability to resist bending forces or moments without yielding or deforming excessively.
Tensile Stress in Steel - (Measured in Kilogram-Force per Square Meter) - Tensile Stress in Steel is the external force per unit area of the steel resulting in the stretch of the steel.
Area of Steel required - (Measured in Square Millimeter) - Area of Steel required is the amount of steel required for resisting the shear or diagonal stress as stirrups.
Ratio of Distance between Centroids - Ratio of Distance between Centroids is the proportion of the distance separating two central points in a geometric or data set.
Effective Depth of Beam - (Measured in Meter) - Effective Depth of Beam is the distance from the centroid of tension steel to the outermost face of the compression fiber.
STEP 1: Convert Input(s) to Base Unit
Tensile Stress in Steel: 24 Kilogram-Force per Square Meter --> 24 Kilogram-Force per Square Meter No Conversion Required
Area of Steel required: 100 Square Millimeter --> 100 Square Millimeter No Conversion Required
Ratio of Distance between Centroids: 10.1 --> No Conversion Required
Effective Depth of Beam: 4 Meter --> 4 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Ms = (fTS*As*r*deff) --> (24*100*10.1*4)
Evaluating ... ...
Ms = 96960
STEP 3: Convert Result to Output's Unit
96960 Newton Meter -->96.96 Kilonewton Meter (Check conversion ​here)
FINAL ANSWER
96.96 Kilonewton Meter <-- Moment Resistance of Steel
(Calculation completed in 00.004 seconds)

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Stress in Steel given Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio
​ LaTeX ​ Go Stress in Compressive Steel = Bending Moment/(Modular Ratio for Elastic Shortening*Constant j*Width of Beam*Depth of Beam^2)
Stress in Concrete
​ LaTeX ​ Go Stress in Concrete = 2*Bending Moment/(Constant k*Constant j*Width of Beam*Depth of Beam^2)
Stress in Steel
​ LaTeX ​ Go Stress in Compressive Steel = Moment in Structures/(Area of Tension Reinforcement*Constant j*Depth of Beam)
Bending Moment given Stress in Concrete
​ LaTeX ​ Go Bending Moment = (Stress in Concrete*Constant k*Width of Beam*Depth of Beam^2)/2

Moment Resistance of Steel given Stress and Area Formula

​LaTeX ​Go
Moment Resistance of Steel = (Tensile Stress in Steel*Area of Steel required*Ratio of Distance between Centroids*Effective Depth of Beam)
Ms = (fTS*As*r*deff)

What is Moment Resistance?

Moment Resistance is the couple produced by the internal forces in a section subjected to bending under the maximum permissible stress

What is Tensile Stress?

The Tensile Stress is the external force per unit area of the material resulting in the stretch of the material.

How to Calculate Moment Resistance of Steel given Stress and Area?

Moment Resistance of Steel given Stress and Area calculator uses Moment Resistance of Steel = (Tensile Stress in Steel*Area of Steel required*Ratio of Distance between Centroids*Effective Depth of Beam) to calculate the Moment Resistance of Steel, The Moment Resistance of steel given stress and area is defined as the product of tensile stress in steel, area of the steel reinforcement, distance between the centroids and effective depth of beam. Moment Resistance of Steel is denoted by Ms symbol.

How to calculate Moment Resistance of Steel given Stress and Area using this online calculator? To use this online calculator for Moment Resistance of Steel given Stress and Area, enter Tensile Stress in Steel (fTS), Area of Steel required (As), Ratio of Distance between Centroids (r) & Effective Depth of Beam (deff) and hit the calculate button. Here is how the Moment Resistance of Steel given Stress and Area calculation can be explained with given input values -> 0.096 = (235.359599999983*0.0001*10.1*4).

FAQ

What is Moment Resistance of Steel given Stress and Area?
The Moment Resistance of steel given stress and area is defined as the product of tensile stress in steel, area of the steel reinforcement, distance between the centroids and effective depth of beam and is represented as Ms = (fTS*As*r*deff) or Moment Resistance of Steel = (Tensile Stress in Steel*Area of Steel required*Ratio of Distance between Centroids*Effective Depth of Beam). Tensile Stress in Steel is the external force per unit area of the steel resulting in the stretch of the steel, Area of Steel required is the amount of steel required for resisting the shear or diagonal stress as stirrups, Ratio of Distance between Centroids is the proportion of the distance separating two central points in a geometric or data set & Effective Depth of Beam is the distance from the centroid of tension steel to the outermost face of the compression fiber.
How to calculate Moment Resistance of Steel given Stress and Area?
The Moment Resistance of steel given stress and area is defined as the product of tensile stress in steel, area of the steel reinforcement, distance between the centroids and effective depth of beam is calculated using Moment Resistance of Steel = (Tensile Stress in Steel*Area of Steel required*Ratio of Distance between Centroids*Effective Depth of Beam). To calculate Moment Resistance of Steel given Stress and Area, you need Tensile Stress in Steel (fTS), Area of Steel required (As), Ratio of Distance between Centroids (r) & Effective Depth of Beam (deff). With our tool, you need to enter the respective value for Tensile Stress in Steel, Area of Steel required, Ratio of Distance between Centroids & 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 Tensile Stress in Steel, Area of Steel required, Ratio of Distance between Centroids & Effective Depth of Beam. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Moment Resistance of Steel = Tensile Stress in Steel*Steel Ratio*Ratio of Distance between Centroids*Width of Beam*(Effective Depth of Beam)^2
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