Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders Solution

STEP 0: Pre-Calculation Summary
Formula Used
Yield Stress 1 = (Relative Weight)^2*Yield Stress 2
Fy1 = (W2/W1)^2*Fy2
This formula uses 3 Variables
Variables Used
Yield Stress 1 - (Measured in Pascal) - Yield Stress 1 is a crucial material property that marks the transition from elastic behavior to plastic behavior.
Relative Weight - Relative Weight can be described as the weight on second steel upon the first steel.
Yield Stress 2 - (Measured in Pascal) - Yield Stress 2 is a crucial material property that marks the transition from elastic behavior to plastic behavior.
STEP 1: Convert Input(s) to Base Unit
Relative Weight: 0.898 --> No Conversion Required
Yield Stress 2: 125 Newton per Square Meter --> 125 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fy1 = (W2/W1)^2*Fy2 --> (0.898)^2*125
Evaluating ... ...
Fy1 = 100.8005
STEP 3: Convert Result to Output's Unit
100.8005 Pascal -->100.8005 Newton per Square Meter (Check conversion here)
FINAL ANSWER
100.8005 Newton per Square Meter <-- Yield Stress 1
(Calculation completed in 00.004 seconds)

Credits

Created by M Naveen
National Institute of Technology (NIT), Warangal
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22 Economical Structural Steel Calculators

Material Price p1 given Material Cost Ratio
Go Material Cost p1 = (Cross-Sectional Area of Material 2*Material Cost p2)/(Relative Cost*Cross-Sectional Area of Material 1)
Material Cost Ratio
Go Relative Cost = (Cross-Sectional Area of Material 2/Cross-Sectional Area of Material 1)*(Material Cost p2/Material Cost p1)
Cross-Sectional Area1 given Material Cost Ratio
Go Cross-Sectional Area of Material 1 = (Cross-Sectional Area of Material 2*Material Cost p2)/(Relative Cost*Material Cost p1)
Cross-Sectional Area2 given Material Cost Ratio
Go Cross-Sectional Area of Material 2 = (Relative Cost*Cross-Sectional Area of Material 1*Material Cost p1)/Material Cost p2
Material Price p2 given Material Cost Ratio
Go Material Cost p2 = (Relative Cost*Material Cost p1*Cross-Sectional Area of Material 1)/Cross-Sectional Area of Material 2
Relative Cost for Designing Fabricated Plate Girders
Go Relative Cost = (Material Cost p2/Material Cost p1)*(Yield Stress 1/Yield Stress 2)^(1/2)
Yield Stress Fy2 given Relative Cost
Go Yield Stress 2 = Yield Stress 1/(Material Cost p1/Material Cost p2*Relative Cost)^(3/2)
Relative Cost given Yield Stress
Go Relative Cost = (Material Cost p2/Material Cost p1)*(Yield Stress 1/Yield Stress 2)^(2/3)
Yield Stress Fy1 given Relative Cost
Go Yield Stress 1 = (Relative Cost*Material Cost p1/Material Cost p2)^(3/2)*Yield Stress 2
Yield Stress Fy1 given Relative Cost for Designing Fabricated Plate Girders
Go Yield Stress 1 = (Relative Cost*Material Cost p1/Material Cost p2)^2*(Yield Stress 2)
Yield Stress Fy2 given Relative Cost for Designing Fabricated Plate Girders
Go Yield Stress 2 = Yield Stress 1/(Relative Cost*Material Cost p1/Material Cost p2)^2
Yield Stress of Steel2 using Relative Material Cost Ratio
Go Yield Stress 2 = (Yield Stress 1*Material Cost p2)/(Relative Cost*Material Cost p1)
Yield Stress of Steel1 using Relative Material Cost Ratio
Go Yield Stress 1 = (Relative Cost*Yield Stress 2*Material Cost p1)/Material Cost p2
Material Price p1 using Relative Material Cost Ratio
Go Material Cost p1 = ((Yield Stress 1/Yield Stress 2)*Material Cost p2)/Relative Cost
Material Price p2 using Relative Material Cost Ratio
Go Material Cost p2 = (Relative Cost*Material Cost p1)/(Yield Stress 1/Yield Stress 2)
Relative Material Cost Ratio
Go Relative Cost = (Yield Stress 1/Yield Stress 2)*(Material Cost p2/Material Cost p1)
Relative Weight for Designing Fabricated Plate Girders
Go Relative Weight = sqrt(Yield Stress 1/Yield Stress 2)
Yield Stress Fy1 given Relative Weight
Go Yield Stress 1 = (Relative Weight)^(3/2)*(Yield Stress 2)
Yield Stress Fy2 given Relative Weight
Go Yield Stress 2 = Yield Stress 1/(Relative Weight)^(3/2)
Relative Weight given Yield Stresses
Go Relative Weight = (Yield Stress 1/Yield Stress 2)^(2/3)
Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders
Go Yield Stress 1 = (Relative Weight)^2*Yield Stress 2
Yield Stress Fy2 given Relative Weight for Designing Fabricated Plate Girders
Go Yield Stress 2 = Yield Stress 1/(Relative Weight^2)

Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders Formula

Yield Stress 1 = (Relative Weight)^2*Yield Stress 2
Fy1 = (W2/W1)^2*Fy2

What is meant by Relative Weight?

The Relative Weight for Designing Fabricated Plate Girders formula can be defined as a numeric value that reflects the relative resource consumption. and it is represented as W2/W1 .

What is Yield Stress?

Yield Stress is the minimum stress at which a solid will undergo permanent deformation or plastic flow without a significant increase in the load or external force.

How to Calculate Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders?

Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders calculator uses Yield Stress 1 = (Relative Weight)^2*Yield Stress 2 to calculate the Yield Stress 1, The Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders formula is defined as the tensile stress required to produce a total elongation of the steel. Yield Stress 1 is denoted by Fy1 symbol.

How to calculate Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders using this online calculator? To use this online calculator for Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders, enter Relative Weight (W2/W1) & Yield Stress 2 (Fy2) and hit the calculate button. Here is how the Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders calculation can be explained with given input values -> 97.682 = (0.898)^2*125.

FAQ

What is Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders?
The Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders formula is defined as the tensile stress required to produce a total elongation of the steel and is represented as Fy1 = (W2/W1)^2*Fy2 or Yield Stress 1 = (Relative Weight)^2*Yield Stress 2. Relative Weight can be described as the weight on second steel upon the first steel & Yield Stress 2 is a crucial material property that marks the transition from elastic behavior to plastic behavior.
How to calculate Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders?
The Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders formula is defined as the tensile stress required to produce a total elongation of the steel is calculated using Yield Stress 1 = (Relative Weight)^2*Yield Stress 2. To calculate Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders, you need Relative Weight (W2/W1) & Yield Stress 2 (Fy2). With our tool, you need to enter the respective value for Relative Weight & Yield Stress 2 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 Yield Stress 1?
In this formula, Yield Stress 1 uses Relative Weight & Yield Stress 2. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Yield Stress 1 = (Relative Cost*Yield Stress 2*Material Cost p1)/Material Cost p2
  • Yield Stress 1 = (Relative Weight)^(3/2)*(Yield Stress 2)
  • Yield Stress 1 = (Relative Cost*Material Cost p1/Material Cost p2)^(3/2)*Yield Stress 2
  • Yield Stress 1 = (Relative Cost*Material Cost p1/Material Cost p2)^2*(Yield Stress 2)
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