FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Static Moment of Transformed Section given Horizontal Shear Range Formula

Fx Copy

LaTeX Copy

Static Moment of transformed compressive concrete area about neutral axis of transformed section. Check FAQs

Q = \frac{S r \cdot I h}{V r}

Q - Static Moment?S_r - Horizontal Shear Range?I_h - Moment of Inertia of Transformed Section?V_r - Shear Range?

Static Moment of Transformed Section given Horizontal Shear Range Example

With values

With units

Only example

Here is how the Static Moment of Transformed Section given Horizontal Shear Range equation looks like with Values.

Here is how the Static Moment of Transformed Section given Horizontal Shear Range equation looks like with Units.

Here is how the Static Moment of Transformed Section given Horizontal Shear Range equation looks like.

10 = \frac{6.4 \cdot 125}{80}

10mm³ = \frac{6.4kN/mm \cdot 125mm⁴}{80kN}

10 = \frac{6.4 \cdot 125}{80}

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Bridge and Suspension Cable » fx Static Moment of Transformed Section given Horizontal Shear Range

Static Moment of Transformed Section given Horizontal Shear Range Solution

Follow our step by step solution on how to calculate Static Moment of Transformed Section given Horizontal Shear Range?

FIRST Step Consider the formula

Q = \frac{S r \cdot I h}{V r}

Next Step Substitute values of Variables

∴

Q = \frac{6.4kN/mm \cdot 125mm⁴}{80kN}

Next Step Prepare to Evaluate

∴

Q = \frac{6.4 \cdot 125}{80}

Next Step Evaluate

∴

Q = 1E-08m³

LAST Step Convert to Output's Unit

∴

Q = 10mm³

Static Moment of Transformed Section given Horizontal Shear Range Formula Elements

Variables

Static Moment

Static Moment of transformed compressive concrete area about neutral axis of transformed section.

Symbol: Q

Measurement: VolumeUnit: mm³

Note: Value should be greater than 0.

Formulas to find Static Moment

Horizontal Shear Range

The horizontal shear range at the juncture of the slab and beam at point under consideration.

Symbol: S_r

Measurement: Shear RangeUnit: kN/mm

Note: Value should be greater than 0.

Formulas to find Horizontal Shear Range

Moment of Inertia of Transformed Section

Moment of Inertia of Transformed Section is a particularly important parameter for the analysis of beams and columns.

Symbol: I_h

Measurement: Second Moment of AreaUnit: mm⁴

Note: Value should be greater than 0.

Formulas to find Moment of Inertia of Transformed Section

Shear Range

The Shear Range here is the difference between minimum and maximum shears at the point due to live load and impact.

Symbol: V_r

Measurement: ForceUnit: kN

Note: Value should be greater than 0.

Formulas to find Shear Range

Other formulas in Shear Range category

Go Horizontal Shear Range at Juncture of Slab and Beam

S r = \frac{V r \cdot Q}{I h}

Go Shear Range due to Live and Impact Load given Horizontal Shear Range

V r = \frac{S r \cdot I h}{Q}

Go Moment of Inertia of Transformed Section given Horizontal Shear Range

I h = \frac{Q \cdot V r}{S r}

Go Allowable Horizontal Shear for Welded Studs for 100,000 Cycles

Z r = 13.0 \cdot (d^{2})

How to Evaluate Static Moment of Transformed Section given Horizontal Shear Range?

Static Moment of Transformed Section given Horizontal Shear Range evaluator uses Static Moment = (Horizontal Shear Range*Moment of Inertia of Transformed Section)/Shear Range to evaluate the Static Moment, The Static Moment of Transformed Section given Horizontal Shear Range is defined as a static moment of the transformed compressive concrete area about neutral axis of the transformed section. Static Moment is denoted by Q symbol.

How to evaluate Static Moment of Transformed Section given Horizontal Shear Range using this online evaluator? To use this online evaluator for Static Moment of Transformed Section given Horizontal Shear Range, enter Horizontal Shear Range (S_r), Moment of Inertia of Transformed Section (I_h) & Shear Range (V_r) and hit the calculate button.

FAQs on Static Moment of Transformed Section given Horizontal Shear Range

What is the formula to find Static Moment of Transformed Section given Horizontal Shear Range?

The formula of Static Moment of Transformed Section given Horizontal Shear Range is expressed as Static Moment = (Horizontal Shear Range*Moment of Inertia of Transformed Section)/Shear Range. Here is an example- 1E+10 = (6400000*1.25E-10)/80000.

How to calculate Static Moment of Transformed Section given Horizontal Shear Range?

With Horizontal Shear Range (S_r), Moment of Inertia of Transformed Section (I_h) & Shear Range (V_r) we can find Static Moment of Transformed Section given Horizontal Shear Range using the formula - Static Moment = (Horizontal Shear Range*Moment of Inertia of Transformed Section)/Shear Range.

Can the Static Moment of Transformed Section given Horizontal Shear Range be negative?

No, the Static Moment of Transformed Section given Horizontal Shear Range, measured in Volume cannot be negative.

Which unit is used to measure Static Moment of Transformed Section given Horizontal Shear Range?

Static Moment of Transformed Section given Horizontal Shear Range is usually measured using the Cubic Millimeter[mm³] for Volume. Cubic Meter[mm³], Cubic Centimeter[mm³], Liter[mm³] are the few other units in which Static Moment of Transformed Section given Horizontal Shear Range can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!

Static Moment of Transformed Section given Horizontal Shear Range Formula

Static Moment of Transformed Section given Horizontal Shear Range Example

Static Moment of Transformed Section given Horizontal Shear Range Solution

Static Moment of Transformed Section given Horizontal Shear Range Formula Elements

Other formulas in Shear Range category

How to Evaluate Static Moment of Transformed Section given Horizontal Shear Range?

FAQs on Static Moment of Transformed Section given Horizontal Shear Range

Variable Name