Stress in Steel using Working-Stress Design Calculator

✖The bending moment is the algebraic sum of the applied load to the given distance from the reference point.ⓘ Bending Moment [M]			+10% -10%
✖The ratio of cross-sectional area of tensile reinforcing to area of the beam (As/bd).ⓘ Ratio of Cross-Sectional Area [p]			+10% -10%
✖The ratio of distance between centroid of compression and centroid of tension to depth d.ⓘ Ratio of Distance between Centroid [j]			+10% -10%
✖The width of beam is the beam width measured from end to end.ⓘ Width of Beam [b]			+10% -10%
✖The effective depth of beam measured from compressive face of beam to centroid of tensile reinforcing.ⓘ Effective Depth of Beam [d]			+10% -10%

✖The stress in reinforcement is the stress caused by bending moment of the beam having tensile reinforcement.ⓘ Stress in Steel using Working-Stress Design [f_s]

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Stress in Steel using Working-Stress Design Solution

STEP 0: Pre-Calculation Summary

Formula Used

Stress in Reinforcement = Bending Moment/(Ratio of Cross-Sectional Area*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2)
f_s = M/(p*j*b*d^2)
This formula uses 6 Variables

Variables Used

Stress in Reinforcement - (Measured in Pascal) - The stress in reinforcement is the stress caused by bending moment of the beam having tensile reinforcement.
Bending Moment - (Measured in Newton Meter) - The bending moment is the algebraic sum of the applied load to the given distance from the reference point.
Ratio of Cross-Sectional Area - The ratio of cross-sectional area of tensile reinforcing to area of the beam (As/bd).
Ratio of Distance between Centroid - The ratio of distance between centroid of compression and centroid of tension to depth d.
Width of Beam - (Measured in Meter) - The width of beam is the beam width measured from end to end.
Effective Depth of Beam - (Measured in Meter) - The effective depth of beam measured from compressive face of beam to centroid of tensile reinforcing.

STEP 1: Convert Input(s) to Base Unit

Bending Moment: 35 Kilonewton Meter --> 35000 Newton Meter (Check conversion here)
Ratio of Cross-Sectional Area: 0.0129 --> No Conversion Required
Ratio of Distance between Centroid: 0.847 --> No Conversion Required
Width of Beam: 305 Millimeter --> 0.305 Meter (Check conversion here)
Effective Depth of Beam: 285 Millimeter --> 0.285 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

f_s = M/(p*j*b*d^2) --> 35000/(0.0129*0.847*0.305*0.285^2)

Evaluating ... ...

f_s = 129302036.29395

STEP 3: Convert Result to Output's Unit

129302036.29395 Pascal -->129.30203629395 Megapascal (Check conversion here)

FINAL ANSWER

129.30203629395 ≈ 129.302 Megapascal <-- Stress in Reinforcement

(Calculation completed in 00.004 seconds)

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Created by Ayush Singh

Gautam Buddha University (GBU), Greater Noida

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Coorg Institute of Technology (CIT), Coorg

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< Rectangular Beams with Tensile Reinforcing Only Calculators

Bending Moment of Beam due to Stress in Concrete

LaTeX Go Bending Moment = (1/2)*Compressive Stress in Extreme Fiber of Concrete*Ratio of Depth*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2

Stress in Concrete using Working-Stress Design

LaTeX Go Compressive Stress in Extreme Fiber of Concrete = (2*Bending Moment)/(Ratio of Depth*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2)

Stress in Steel using Working-Stress Design

LaTeX Go Stress in Reinforcement = Bending Moment/(Ratio of Cross-Sectional Area*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2)

Stress in Steel by Working-Stress Design

LaTeX Go Stress in Reinforcement = Bending Moment/(Cross-Sectional Area of Tensile Reinforcing*Ratio of Distance between Centroid*Effective Depth of Beam)

Stress in Steel using Working-Stress Design Formula

LaTeX Go

Stress in Reinforcement = Bending Moment/(Ratio of Cross-Sectional Area*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2)
f_s = M/(p*j*b*d^2)

Which are the 3 types of Design Methods?

A number of different design methods have been used for reinforced concrete construction. The three most common are working-stress design, ultimate strength design, and strength design method.
Working-Stress Design: This method assumes that concrete and steel behave as linear-elastic materials and that their stresses are directly proportional to the strains.
Ultimate Strength Design: utilizes reserves of strength resulting from a more efficient distribution of stresses allowed by plastic strains in the concrete and reinforcing steel, and at times it indicates the working stress method to be very conservative.
Strength Design Method: a design method that requires service loads to be multiplied by load factors and computed nominal strengths to be multiplied by strength reduction factors.

What are 3 types of Beam?

Concrete beams may be considered to be of three principal types
(1) rectangular beams with tensile reinforcing
(2) T-beams with tensile reinforcing
(3) beams with tensile and compressive reinforcing

How to Calculate Stress in Steel using Working-Stress Design?

Stress in Steel using Working-Stress Design calculator uses Stress in Reinforcement = Bending Moment/(Ratio of Cross-Sectional Area*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2) to calculate the Stress in Reinforcement, The Stress in Steel using Working-Stress Design is defined as the stresses developed in the concrete beam with tensile reinforcing only due to the bending moment. Stress in Reinforcement is denoted by f_s symbol.

How to calculate Stress in Steel using Working-Stress Design using this online calculator? To use this online calculator for Stress in Steel using Working-Stress Design, enter Bending Moment (M), Ratio of Cross-Sectional Area (p), Ratio of Distance between Centroid (j), Width of Beam (b) & Effective Depth of Beam (d) and hit the calculate button. Here is how the Stress in Steel using Working-Stress Design calculation can be explained with given input values -> 0.000129 = 35000/(0.0129*0.847*0.305*0.285^2).

FAQ

What is Stress in Steel using Working-Stress Design?

The Stress in Steel using Working-Stress Design is defined as the stresses developed in the concrete beam with tensile reinforcing only due to the bending moment and is represented as f_s = M/(p*j*b*d^2) or Stress in Reinforcement = Bending Moment/(Ratio of Cross-Sectional Area*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2). The bending moment is the algebraic sum of the applied load to the given distance from the reference point, The ratio of cross-sectional area of tensile reinforcing to area of the beam (As/bd), The ratio of distance between centroid of compression and centroid of tension to depth d, The width of beam is the beam width measured from end to end & The effective depth of beam measured from compressive face of beam to centroid of tensile reinforcing.

How to calculate Stress in Steel using Working-Stress Design?

The Stress in Steel using Working-Stress Design is defined as the stresses developed in the concrete beam with tensile reinforcing only due to the bending moment is calculated using Stress in Reinforcement = Bending Moment/(Ratio of Cross-Sectional Area*Ratio of Distance between Centroid*Width of Beam*Effective Depth of Beam^2). To calculate Stress in Steel using Working-Stress Design, you need Bending Moment (M), Ratio of Cross-Sectional Area (p), Ratio of Distance between Centroid (j), Width of Beam (b) & Effective Depth of Beam (d). With our tool, you need to enter the respective value for Bending Moment, Ratio of Cross-Sectional Area, Ratio of Distance between Centroid, Width of Beam & 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 Stress in Reinforcement?

In this formula, Stress in Reinforcement uses Bending Moment, Ratio of Cross-Sectional Area, Ratio of Distance between Centroid, Width of Beam & Effective Depth of Beam. We can use 1 other way(s) to calculate the same, which is/are as follows -

Stress in Reinforcement = Bending Moment/(Cross-Sectional Area of Tensile Reinforcing*Ratio of Distance between Centroid*Effective Depth of Beam)

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