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Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Formula

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Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section. Check FAQs

d = \frac{20000 \cdot A f}{f y \cdot L b}

d - Depth of Section?A_f - Flange Area?f_y - Yield Strength of Steel?L_b - Maximum Unbraced Length?

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Example

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Here is how the Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length equation looks like with Values.

Here is how the Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length equation looks like with Units.

Here is how the Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length equation looks like.

350 = \frac{20000 \cdot 4375}{250 \cdot 1000}

350mm = \frac{20000 \cdot 4375mm²}{250MPa \cdot 1000mm}

350 = \frac{20000 \cdot 4375}{250 \cdot 1000}

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Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Solution

Follow our step by step solution on how to calculate Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

FIRST Step Consider the formula

d = \frac{20000 \cdot A f}{f y \cdot L b}

Next Step Substitute values of Variables

∴

d = \frac{20000 \cdot 4375mm²}{250MPa \cdot 1000mm}

Next Step Convert Units

∴

d = \frac{20000 \cdot 0.0044m²}{250MPa \cdot 1m}

Next Step Prepare to Evaluate

∴

d = \frac{20000 \cdot 0.0044}{250 \cdot 1}

Next Step Evaluate

∴

d = 0.35m

LAST Step Convert to Output's Unit

∴

d = 350mm

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Formula Elements

Variables

Depth of Section

Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.

Symbol: d

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Depth of Section

Flange Area

Flange Area is space occupied by flange.

Symbol: A_f

Measurement: AreaUnit: mm²

Note: Value should be greater than 0.

Formulas to find Flange Area

Yield Strength of Steel

Yield strength of steel is the level of stress that corresponds to the yield point.

Symbol: f_y

Measurement: StressUnit: MPa

Note: Value should be greater than 0.

Formulas to find Yield Strength of Steel

Maximum Unbraced Length

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.

Symbol: L_b

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Maximum Unbraced Length

Other formulas in Load Factor Design for Bridge Beams category

Go Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges

M u = f y \cdot Z

Go Maximum Bending Strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges

M u = f y \cdot S

Go Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

t f = \frac{b' \cdot \sqrt{f y}}{65}

Go Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

t f = \frac{b' \cdot \sqrt{f y}}{69.6}

How to Evaluate Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length evaluator uses Depth of Section = (20000*Flange Area)/(Yield Strength of Steel*Maximum Unbraced Length) to evaluate the Depth of Section, Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length formula is defined as clear distance between supported ends or flanged ends. Depth of Section is denoted by d symbol.

How to evaluate Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length using this online evaluator? To use this online evaluator for Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length, enter Flange Area (A_f), Yield Strength of Steel (f_y) & Maximum Unbraced Length (L_b) and hit the calculate button.

FAQs on Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length

What is the formula to find Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

The formula of Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length is expressed as Depth of Section = (20000*Flange Area)/(Yield Strength of Steel*Maximum Unbraced Length). Here is an example- 350000 = (20000*0.004375)/(250000000*1).

How to calculate Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

With Flange Area (A_f), Yield Strength of Steel (f_y) & Maximum Unbraced Length (L_b) we can find Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length using the formula - Depth of Section = (20000*Flange Area)/(Yield Strength of Steel*Maximum Unbraced Length).

Can the Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length be negative?

No, the Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length, measured in Length cannot be negative.

Which unit is used to measure Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length is usually measured using the Millimeter[mm] for Length. Meter[mm], Kilometer[mm], Decimeter[mm] are the few other units in which Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length can be measured.

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Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Formula

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Example

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Solution

Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length Formula Elements

Other formulas in Load Factor Design for Bridge Beams category

How to Evaluate Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length?

FAQs on Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length

Variable Name