Stress in Concrete using Working-Stress Design Solution

STEP 0: Pre-Calculation Summary
Formula Used
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)
fc = (2*M)/(k*j*b*d^2)
This formula uses 6 Variables
Variables Used
Compressive Stress in Extreme Fiber of Concrete - (Measured in Pascal) - The compressive stress in extreme fiber of concrete.
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 Depth - The ratio of depth of compression area to depth d.
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 Depth: 0.458 --> 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
fc = (2*M)/(k*j*b*d^2) --> (2*35000)/(0.458*0.847*0.305*0.285^2)
Evaluating ... ...
fc = 7283826.4986548
STEP 3: Convert Result to Output's Unit
7283826.4986548 Pascal -->7.2838264986548 Megapascal (Check conversion ​here)
FINAL ANSWER
7.2838264986548 7.283826 Megapascal <-- Compressive Stress in Extreme Fiber of Concrete
(Calculation completed in 00.004 seconds)

Credits

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Created by Ayush Singh
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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 Concrete using Working-Stress Design Formula

​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)
fc = (2*M)/(k*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 Concrete using Working-Stress Design?

Stress in Concrete using Working-Stress Design calculator uses 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) to calculate the Compressive Stress in Extreme Fiber of Concrete, The Stress in Concrete using Working-Stress Design formula is defined as stresses developed in the extreme fiber of concrete in the rectangular beams with tensile reinforcing. Compressive Stress in Extreme Fiber of Concrete is denoted by fc symbol.

How to calculate Stress in Concrete using Working-Stress Design using this online calculator? To use this online calculator for Stress in Concrete using Working-Stress Design, enter Bending Moment (M), Ratio of Depth (k), 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 Concrete using Working-Stress Design calculation can be explained with given input values -> 7.3E-6 = (2*35000)/(0.458*0.847*0.305*0.285^2).

FAQ

What is Stress in Concrete using Working-Stress Design?
The Stress in Concrete using Working-Stress Design formula is defined as stresses developed in the extreme fiber of concrete in the rectangular beams with tensile reinforcing and is represented as fc = (2*M)/(k*j*b*d^2) or 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). The bending moment is the algebraic sum of the applied load to the given distance from the reference point, The ratio of depth of compression area to depth d, 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 Concrete using Working-Stress Design?
The Stress in Concrete using Working-Stress Design formula is defined as stresses developed in the extreme fiber of concrete in the rectangular beams with tensile reinforcing is calculated using 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). To calculate Stress in Concrete using Working-Stress Design, you need Bending Moment (M), Ratio of Depth (k), 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 Depth, 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.
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