Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length Calculator

✖Flange Area is space occupied by flange.ⓘ Flange Area [A_f]			+10% -10%
✖Maximum Unbraced Length is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction.ⓘ Maximum Unbraced Length [L_b]			+10% -10%
✖Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.ⓘ Depth of Section [d]			+10% -10%

✖Yield strength of steel is the level of stress that corresponds to the yield point.ⓘ Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length [f_y]

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Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length Solution

STEP 0: Pre-Calculation Summary

Formula Used

Yield Strength of Steel = (20000*Flange Area)/(Maximum Unbraced Length*Depth of Section)
f_y = (20000*A_f)/(L_b*d)
This formula uses 4 Variables

Variables Used

Yield Strength of Steel - (Measured in Megapascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
Flange Area - (Measured in Square Meter) - Flange Area is space occupied by flange.
Maximum Unbraced Length - (Measured in Meter) - Maximum Unbraced Length is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction.
Depth of Section - (Measured in Meter) - Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.

STEP 1: Convert Input(s) to Base Unit

Flange Area: 4375 Square Millimeter --> 0.004375 Square Meter (Check conversion here)
Maximum Unbraced Length: 1000 Millimeter --> 1 Meter (Check conversion here)
Depth of Section: 350 Millimeter --> 0.35 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

f_y = (20000*A_f)/(L_b*d) --> (20000*0.004375)/(1*0.35)

Evaluating ... ...

f_y = 250

STEP 3: Convert Result to Output's Unit

250000000 Pascal -->250 Megapascal (Check conversion here)

FINAL ANSWER

250 Megapascal <-- Yield Strength of Steel

(Calculation completed in 00.004 seconds)

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< Steel Yield Strength Calculators

Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length

LaTeX Go Yield Strength of Steel = (20000*Flange Area)/(Maximum Unbraced Length*Depth of Section)

Steel Yield Strength for Compact Section for LFD given Minimum Flange Thickness

LaTeX Go Yield Strength of Steel = (65*Flange Minimum Thickness/Width of Projection of Flange)^2

Steel Yield Strength on Pins subject to Rotation for Bridges for LFD given Pin Stress

LaTeX Go Yield Strength of Steel = Allowable Bearing Stresses on Pins/0.40

Steel Yield Strength on Pins for Buildings for LFD given Allowable Bearing Stress

LaTeX Go Yield Strength of Steel = Allowable Bearing Stresses on Pins/0.90

Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length Formula

LaTeX Go

Yield Strength of Steel = (20000*Flange Area)/(Maximum Unbraced Length*Depth of Section)
f_y = (20000*A_f)/(L_b*d)

What is Steel Yield Strength?

Yield strength is the maximum stress that can be applied before it begins to change shape permanently. This is an approximation of the elastic limit of the steel. If stress is added to the metal but does not reach the yield point, it will return to its original shape after the stress is removed.

How to Calculate Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length calculator uses Yield Strength of Steel = (20000*Flange Area)/(Maximum Unbraced Length*Depth of Section) to calculate the Yield Strength of Steel, Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length formula is defined as the stress at which stress varies linearly with strain in an elastic zone. Yield Strength of Steel is denoted by f_y symbol.

How to calculate Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length using this online calculator? To use this online calculator for Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length, enter Flange Area (A_f), Maximum Unbraced Length (L_b) & Depth of Section (d) and hit the calculate button. Here is how the Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length calculation can be explained with given input values -> 0.00025 = (20000*0.004375)/(1*0.35).

FAQ

What is Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length formula is defined as the stress at which stress varies linearly with strain in an elastic zone and is represented as f_y = (20000*A_f)/(L_b*d) or Yield Strength of Steel = (20000*Flange Area)/(Maximum Unbraced Length*Depth of Section). Flange Area is space occupied by flange, Maximum Unbraced Length is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction & Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.

How to calculate Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length formula is defined as the stress at which stress varies linearly with strain in an elastic zone is calculated using Yield Strength of Steel = (20000*Flange Area)/(Maximum Unbraced Length*Depth of Section). To calculate Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length, you need Flange Area (A_f), Maximum Unbraced Length (L_b) & Depth of Section (d). With our tool, you need to enter the respective value for Flange Area, Maximum Unbraced Length & Depth of Section 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 Strength of Steel?

In this formula, Yield Strength of Steel uses Flange Area, Maximum Unbraced Length & Depth of Section. We can use 3 other way(s) to calculate the same, which is/are as follows -

Yield Strength of Steel = (65*Flange Minimum Thickness/Width of Projection of Flange)^2
Yield Strength of Steel = Allowable Bearing Stresses on Pins/0.90
Yield Strength of Steel = Allowable Bearing Stresses on Pins/0.40

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