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Computed Load given Cross-Sectional Area of Column Web Stiffeners Formula

GoComputed Force for Column-Web Depth of Fillets Formula

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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). Check FAQs

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

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

Computed Load given Cross-Sectional Area of Column Web Stiffeners Example

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

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

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

5000 = (20 \cdot 50) + (50 \cdot 2 \cdot (15 + 5 \cdot 5))

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

5000 = (20 \cdot 50) + (50 \cdot 2 \cdot (15 + 5 \cdot 5))

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Computed Load given Cross-Sectional Area of Column Web Stiffeners Solution

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

FIRST Step Consider the formula

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

Next Step Substitute values of Variables

∴

P bf = (20m² \cdot 50MPa) + (50MPa \cdot 2mm \cdot (15mm + 5 \cdot 5mm))

Next Step Prepare to Evaluate

∴

P bf = (20 \cdot 50) + (50 \cdot 2 \cdot (15 + 5 \cdot 5))

Next Step Evaluate

∴

P bf = 5000000N

LAST Step Convert to Output's Unit

∴

P bf = 5000kN

Computed Load given Cross-Sectional Area of Column Web Stiffeners Formula Elements

Variables

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

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

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 Computed Force

Go Computed Force for Column-Web Depth of Fillets

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

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 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}}

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

Computed Load given Cross-Sectional Area of Column Web Stiffeners evaluator uses Computed Force = (Cross Sectional Plate Area*Stiffener Yield Stress)+(Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web)) to evaluate the Computed Force, The Computed Load given Cross-Sectional Area of Column Web Stiffeners formula is defined as the computed load which it can carry for end connections of beams and girders are welded to the flange of an I- or H-shape column, a pair of column-web stiffeners having a combined cross-sectional area. Computed Force is denoted by P_bf symbol.

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

FAQs on Computed Load given Cross-Sectional Area of Column Web Stiffeners

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

The formula of Computed Load given Cross-Sectional Area of Column Web Stiffeners is expressed as Computed Force = (Cross Sectional Plate Area*Stiffener Yield Stress)+(Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web)). Here is an example- 1000.004 = (20*50000000)+(50000000*0.002*(0.015+5*0.005)).

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

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

What are the other ways to Calculate Computed Force?

Here are the different ways to Calculate Computed Force-

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

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

No, the Computed Load given Cross-Sectional Area of Column Web Stiffeners, measured in Force cannot be negative.

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

Computed Load given Cross-Sectional Area of Column Web Stiffeners is usually measured using the Kilonewton[kN] for Force. Newton[kN], Exanewton[kN], Meganewton[kN] are the few other units in which Computed Load given Cross-Sectional Area of Column Web Stiffeners can be measured.

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Computed Load given Cross-Sectional Area of Column Web Stiffeners Formula

​GoComputed Force for Column-Web Depth of Fillets Formula

Computed Load given Cross-Sectional Area of Column Web Stiffeners Example

Computed Load given Cross-Sectional Area of Column Web Stiffeners Solution

Computed Load given Cross-Sectional Area of Column Web Stiffeners Formula Elements

Other Formulas to find Computed Force

Other formulas in Design of Stiffeners under Loads category

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

FAQs on Computed Load given Cross-Sectional Area of Column Web Stiffeners

Variable Name

GoComputed Force for Column-Web Depth of Fillets Formula