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

✖Relative Weight can be described as the weight on second steel upon the first steel.ⓘ Relative Weight [W2_/W1]			+10% -10%
✖Yield Stress 2 is a crucial material property that marks the transition from elastic behavior to plastic behavior.ⓘ Yield Stress 2 [F_y2]			+10% -10%

✖Yield Stress 1 is a crucial material property that marks the transition from elastic behavior to plastic behavior.ⓘ Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders [F_y1]

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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
F_y1 = (W2_/W1)^2*F_y2
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

F_y1 = (W2_/W1)^2*F_y2 --> (0.898)^2*125

Evaluating ... ...

F_y1 = 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 00.006 seconds)

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National Institute of Technology (NIT), Warangal

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LaTeX Go Material Cost p1 = (Cross-Sectional Area of Material 2*Material Cost p2)/(Relative Cost*Cross-Sectional Area of Material 1)

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LaTeX Go Relative Cost = (Cross-Sectional Area of Material 2/Cross-Sectional Area of Material 1)*(Material Cost p2/Material Cost p1)

Cross-Sectional Area2 given Material Cost Ratio

LaTeX Go Cross-Sectional Area of Material 2 = (Relative Cost*Cross-Sectional Area of Material 1*Material Cost p1)/Material Cost p2

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

LaTeX Go

Yield Stress 1 = (Relative Weight)^2*Yield Stress 2
F_y1 = (W2_/W1)^2*F_y2

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 F_y1 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 (F_y2) 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 F_y1 = (W2_/W1)^2*F_y2 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 (F_y2). 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 3 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

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