Compressive Stress when Flat Width Ratio is between 10 and 25 Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio)
fc = ((5*fb)/3)-8640-((1/15)*(fb-12950)*wt)
This formula uses 3 Variables
Variables Used
Maximum Compressive Stress of Concrete - (Measured in Pascal) - Maximum Compressive Stress of Concrete is the maximum stress that, under a gradually applied load, a given solid material can sustain without fracture.
Design Stress - (Measured in Pascal) - Design Stress is the stress in which the factor of safety can be incurred.
Flat Width Ratio - Flat Width Ratio is the ratio of width w of a single flat element to the thickness t of the element.
STEP 1: Convert Input(s) to Base Unit
Design Stress: 20 Kilonewton per Square Meter --> 20000 Pascal (Check conversion ​here)
Flat Width Ratio: 13 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fc = ((5*fb)/3)-8640-((1/15)*(fb-12950)*wt) --> ((5*20000)/3)-8640-((1/15)*(20000-12950)*13)
Evaluating ... ...
fc = 18583.3333333333
STEP 3: Convert Result to Output's Unit
18583.3333333333 Pascal -->18.5833333333333 Kilonewton per Square Meter (Check conversion ​here)
FINAL ANSWER
18.5833333333333 18.58333 Kilonewton per Square Meter <-- Maximum Compressive Stress of Concrete
(Calculation completed in 00.013 seconds)

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Cold Formed or Light Weighted Steel Structures Calculators

Flat Width Ratio of Stiffened Element using Moment of Inertia
​ LaTeX ​ Go Flat Width Ratio = sqrt((Minimum Area Moment of Inertia/(1.83*Thickness of Steel Compression Element^4))^2+144)
Minimum Allowable Moment of Inertia
​ LaTeX ​ Go Minimum Area Moment of Inertia = 1.83*(Thickness of Steel Compression Element^4)*sqrt((Flat Width Ratio^2)-144)
Nominal Strength using Allowable Design Strength
​ LaTeX ​ Go Nominal Strength = Safety Factor for Design Strength*Allowable Design Strength
Allowable Design Strength
​ LaTeX ​ Go Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength

Compressive Stress when Flat Width Ratio is between 10 and 25 Formula

​LaTeX ​Go
Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio)
fc = ((5*fb)/3)-8640-((1/15)*(fb-12950)*wt)

What are the failures in beams using Cold Formed Structures?

The Web crushing: This may occur under concentrated loads or at support point when deep slender webs are employed.
Shear buckling: Thin webs subjected to predominant shear will buckle or bend outwards.
Lateral buckling: Occurs to long beams along with twisting.

How to Calculate Compressive Stress when Flat Width Ratio is between 10 and 25?

Compressive Stress when Flat Width Ratio is between 10 and 25 calculator uses Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio) to calculate the Maximum Compressive Stress of Concrete, The Compressive Stress when Flat Width Ratio is between 10 and 25 is defined for limiting the maximum value for the compressive stress. For the given flat width ratio, if the stress exceeds, failure occurs. Maximum Compressive Stress of Concrete is denoted by fc symbol.

How to calculate Compressive Stress when Flat Width Ratio is between 10 and 25 using this online calculator? To use this online calculator for Compressive Stress when Flat Width Ratio is between 10 and 25, enter Design Stress (fb) & Flat Width Ratio (wt) and hit the calculate button. Here is how the Compressive Stress when Flat Width Ratio is between 10 and 25 calculation can be explained with given input values -> 1.9E-8 = ((5*20000)/3)-8640-((1/15)*(20000-12950)*13).

FAQ

What is Compressive Stress when Flat Width Ratio is between 10 and 25?
The Compressive Stress when Flat Width Ratio is between 10 and 25 is defined for limiting the maximum value for the compressive stress. For the given flat width ratio, if the stress exceeds, failure occurs and is represented as fc = ((5*fb)/3)-8640-((1/15)*(fb-12950)*wt) or Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio). Design Stress is the stress in which the factor of safety can be incurred & Flat Width Ratio is the ratio of width w of a single flat element to the thickness t of the element.
How to calculate Compressive Stress when Flat Width Ratio is between 10 and 25?
The Compressive Stress when Flat Width Ratio is between 10 and 25 is defined for limiting the maximum value for the compressive stress. For the given flat width ratio, if the stress exceeds, failure occurs is calculated using Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio). To calculate Compressive Stress when Flat Width Ratio is between 10 and 25, you need Design Stress (fb) & Flat Width Ratio (wt). With our tool, you need to enter the respective value for Design Stress & Flat Width Ratio 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 Maximum Compressive Stress of Concrete?
In this formula, Maximum Compressive Stress of Concrete uses Design Stress & Flat Width Ratio. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum Compressive Stress of Concrete = 24700-470*Flat Width Ratio
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