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Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Formula

GoThickness of Column Web given Column Web Depth Clear of Fillets Formula

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Column Web Thickness is the smallest dimension measured perpendicular to height of column web. Check FAQs

t wc = \frac{P bf - (A cs \cdot F yst)}{F yc \cdot (t f + 5 \cdot K)}

t_wc - Column Web Thickness?P_bf - Computed Force?A_cs - Cross Sectional Plate Area?F_yst - Stiffener Yield Stress?F_yc - Column Yield Stress?t_f - Flange Thickness?K - Distance Between Flange and Web?

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Example

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Here is how the Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners equation looks like with Values.

Here is how the Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners equation looks like with Units.

Here is how the Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners equation looks like.

2 = \frac{5000 - (20 \cdot 50)}{50 \cdot (15 + 5 \cdot 5)}

2mm = \frac{5000kN - (20m² \cdot 50MPa)}{50MPa \cdot (15mm + 5 \cdot 5mm)}

2 = \frac{5000 - (20 \cdot 50)}{50 \cdot (15 + 5 \cdot 5)}

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Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Solution

Follow our step by step solution on how to calculate Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners?

FIRST Step Consider the formula

t wc = \frac{P bf - (A cs \cdot F yst)}{F yc \cdot (t f + 5 \cdot K)}

Next Step Substitute values of Variables

∴

t wc = \frac{5000kN - (20m² \cdot 50MPa)}{50MPa \cdot (15mm + 5 \cdot 5mm)}

Next Step Prepare to Evaluate

∴

t wc = \frac{5000 - (20 \cdot 50)}{50 \cdot (15 + 5 \cdot 5)}

Next Step Evaluate

∴

t wc = 0.002m

LAST Step Convert to Output's Unit

∴

t wc = 2mm

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Formula Elements

Variables

Column Web Thickness

Column Web Thickness is the smallest dimension measured perpendicular to height of column web.

Symbol: t_wc

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Column Web Thickness

Computed Force

Computed Force delivered by the flange of a moment connection plate multiplied by 5/3 (dead and live loads only) and 4/3 (live and dead loads in conjunction with wind & earthquake forces).

Symbol: P_bf

Measurement: ForceUnit: kN

Note: Value should be greater than 0.

Formulas to find Computed Force

Cross Sectional Plate Area

Cross Sectional Plate Area is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point.

Symbol: A_cs

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Cross Sectional Plate Area

Stiffener Yield Stress

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

Symbol: F_yst

Measurement: PressureUnit: MPa

Note: Value should be greater than 0.

Formulas to find Stiffener Yield Stress

Column Yield Stress

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

Symbol: F_yc

Measurement: PressureUnit: MPa

Note: Value should be greater than 0.

Formulas to find Column Yield Stress

Flange Thickness

The Flange Thickness is the thickness of a flange in a protruded ridge, lip or rim, either external or internal of a beam such as an I-beam or a T-beam.

Symbol: t_f

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Flange Thickness

Distance Between Flange and Web

Distance Between Flange and Web is the measured distance from the outer face of the flange to the web toe of its fillet if the section is in rolled shape.

Symbol: K

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Distance Between Flange and Web

Other Formulas to find Column Web Thickness

Go Thickness of Column Web given Column Web Depth Clear of Fillets

t wc = {(\frac{d c \cdot P bf}{4100 \cdot \sqrt{F yc}})}^{\frac{1}{3}}

Other formulas in Design of Stiffeners under Loads category

Go Column-Web Depth Clear of Fillets

d c = \frac{4100 \cdot {t wc}^{3} \cdot \sqrt{F yc}}{P bf}

Go Computed Force for Column-Web Depth of Fillets

P bf = \frac{4100 \cdot {t wc}^{3} \cdot \sqrt{F yc}}{d c}

How to Evaluate Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners?

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners evaluator uses Column Web Thickness = (Computed Force-(Cross Sectional Plate Area*Stiffener Yield Stress))/(Column Yield Stress*(Flange Thickness+5*Distance Between Flange and Web)) to evaluate the Column Web Thickness, The Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners formula is defined as the measurement of the column web thickness. Column Web Thickness is denoted by t_wc symbol.

How to evaluate Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners using this online evaluator? To use this online evaluator for Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners, enter Computed Force (P_bf), Cross Sectional Plate Area (A_cs), Stiffener Yield Stress (F_yst), Column Yield Stress (F_yc), Flange Thickness (t_f) & Distance Between Flange and Web (K) and hit the calculate button.

FAQs on Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners

What is the formula to find Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners?

The formula of Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners is expressed as Column Web Thickness = (Computed Force-(Cross Sectional Plate Area*Stiffener Yield Stress))/(Column Yield Stress*(Flange Thickness+5*Distance Between Flange and Web)). Here is an example- 2175 = (5000000-(20*50000000))/(50000000*(0.015+5*0.005)).

How to calculate Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners?

With Computed Force (P_bf), Cross Sectional Plate Area (A_cs), Stiffener Yield Stress (F_yst), Column Yield Stress (F_yc), Flange Thickness (t_f) & Distance Between Flange and Web (K) we can find Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners using the formula - Column Web Thickness = (Computed Force-(Cross Sectional Plate Area*Stiffener Yield Stress))/(Column Yield Stress*(Flange Thickness+5*Distance Between Flange and Web)).

What are the other ways to Calculate Column Web Thickness?

Here are the different ways to Calculate Column Web Thickness-

Column Web Thickness=((Web Depth*Computed Force)/(4100*sqrt(Column Yield Stress)))^(1/3)

Can the Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners be negative?

No, the Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners, measured in Length cannot be negative.

Which unit is used to measure Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners?

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners is usually measured using the Millimeter[mm] for Length. Meter[mm], Kilometer[mm], Decimeter[mm] are the few other units in which Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners can be measured.

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Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Formula

​GoThickness of Column Web given Column Web Depth Clear of Fillets Formula

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Example

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Solution

Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners Formula Elements

Other Formulas to find Column Web Thickness

Other formulas in Design of Stiffeners under Loads category

How to Evaluate Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners?

FAQs on Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners

Variable Name

GoThickness of Column Web given Column Web Depth Clear of Fillets Formula