Stress in Concrete using Working-Stress Design Formula

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The compressive stress in extreme fiber of concrete. Check FAQs
fc=2Mkjbd2
fc - Compressive Stress in Extreme Fiber of Concrete?M - Bending Moment?k - Ratio of Depth?j - Ratio of Distance between Centroid?b - Width of Beam?d - Effective Depth of Beam?

Stress in Concrete using Working-Stress Design Example

With values
With units
Only example

Here is how the Stress in Concrete using Working-Stress Design equation looks like with Values.

Here is how the Stress in Concrete using Working-Stress Design equation looks like with Units.

Here is how the Stress in Concrete using Working-Stress Design equation looks like.

7.2838Edit=235Edit0.458Edit0.847Edit305Edit285Edit2
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Stress in Concrete using Working-Stress Design Solution

Follow our step by step solution on how to calculate Stress in Concrete using Working-Stress Design?

FIRST Step Consider the formula
fc=2Mkjbd2
Next Step Substitute values of Variables
fc=235kN*m0.4580.847305mm285mm2
Next Step Convert Units
fc=235000N*m0.4580.8470.305m0.285m2
Next Step Prepare to Evaluate
fc=2350000.4580.8470.3050.2852
Next Step Evaluate
fc=7283826.4986548Pa
Next Step Convert to Output's Unit
fc=7.2838264986548MPa
LAST Step Rounding Answer
fc=7.2838MPa

Stress in Concrete using Working-Stress Design Formula Elements

Variables
Compressive Stress in Extreme Fiber of Concrete
The compressive stress in extreme fiber of concrete.
Symbol: fc
Measurement: StressUnit: MPa
Note: Value can be positive or negative.
Bending Moment
The bending moment is the algebraic sum of the applied load to the given distance from the reference point.
Symbol: M
Measurement: Moment of ForceUnit: kN*m
Note: Value should be greater than 0.
Ratio of Depth
The ratio of depth of compression area to depth d.
Symbol: k
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Ratio of Distance between Centroid
The ratio of distance between centroid of compression and centroid of tension to depth d.
Symbol: j
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Width of Beam
The width of beam is the beam width measured from end to end.
Symbol: b
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Effective Depth of Beam
The effective depth of beam measured from compressive face of beam to centroid of tensile reinforcing.
Symbol: d
Measurement: LengthUnit: mm
Note: Value should be greater than 0.

Other formulas in Rectangular Beams with Tensile Reinforcing Only category

​Go Stress in Steel using Working-Stress Design
fs=Mpjbd2
​Go Stress in Steel by Working-Stress Design
fs=MAsjd
​Go Bending Moment of Beam due to Stress in Concrete
M=(12)fckjbd2
​Go Bending Moment of Beam due to Stress in Steel
M=fspjbd2

How to Evaluate Stress in Concrete using Working-Stress Design?

Stress in Concrete using Working-Stress Design evaluator 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 evaluate 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 evaluate Stress in Concrete using Working-Stress Design using this online evaluator? To use this online evaluator 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.

FAQs on Stress in Concrete using Working-Stress Design

What is the formula to find Stress in Concrete using Working-Stress Design?
The formula of Stress in Concrete using Working-Stress Design is expressed as 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). Here is an example- 7.3E-6 = (2*35000)/(0.458*0.847*0.305*0.285^2).
How to calculate Stress in Concrete using Working-Stress Design?
With Bending Moment (M), Ratio of Depth (k), Ratio of Distance between Centroid (j), Width of Beam (b) & Effective Depth of Beam (d) we can find Stress in Concrete using Working-Stress Design using the formula - 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).
Can the Stress in Concrete using Working-Stress Design be negative?
Yes, the Stress in Concrete using Working-Stress Design, measured in Stress can be negative.
Which unit is used to measure Stress in Concrete using Working-Stress Design?
Stress in Concrete using Working-Stress Design is usually measured using the Megapascal[MPa] for Stress. Pascal[MPa], Newton per Square Meter[MPa], Newton per Square Millimeter[MPa] are the few other units in which Stress in Concrete using Working-Stress Design can be measured.
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