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Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Formula

GoFlexural Rigidity given Deflection due to Prestressing for Parabolic Tendon Formula

GoFlexural Rigidity given Deflection due to Prestressing for Singly Harped Tendon Formula

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Flexural Rigidity is the resistance offered by the structure against bending or flexure. It is the product of young’s modulus and moment of inertia. Check FAQs

EI = \frac{a \cdot (a^{2}) \cdot Ft \cdot L^{3}}{24 \cdot δ}

EI - Flexural Rigidity?a - Part of Span Length?Ft - Thrust Force?L - Span Length?δ - Deflection due to Moments on Arch Dam?

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Example

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Here is how the Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon equation looks like with Values.

Here is how the Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon equation looks like with Units.

Here is how the Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon equation looks like.

17.2751 = \frac{0.8 \cdot ({0.8}^{2}) \cdot 311.6 \cdot 5^{3}}{24 \cdot 48.1}

17.2751N*m² = \frac{0.8 \cdot ({0.8}^{2}) \cdot 311.6N \cdot {5m}^{3}}{24 \cdot 48.1m}

17.2751 = \frac{0.8 \cdot ({0.8}^{2}) \cdot 311.6 \cdot 5^{3}}{24 \cdot 48.1}

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Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Solution

Follow our step by step solution on how to calculate Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon?

FIRST Step Consider the formula

EI = \frac{a \cdot (a^{2}) \cdot Ft \cdot L^{3}}{24 \cdot δ}

Next Step Substitute values of Variables

∴

EI = \frac{0.8 \cdot ({0.8}^{2}) \cdot 311.6N \cdot {5m}^{3}}{24 \cdot 48.1m}

Next Step Prepare to Evaluate

∴

EI = \frac{0.8 \cdot ({0.8}^{2}) \cdot 311.6 \cdot 5^{3}}{24 \cdot 48.1}

Next Step Evaluate

∴

EI = 17.2751212751213N*m²

LAST Step Rounding Answer

∴

EI = 17.2751N*m²

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Formula Elements

Variables

Flexural Rigidity

Flexural Rigidity is the resistance offered by the structure against bending or flexure. It is the product of young’s modulus and moment of inertia.

Symbol: EI

Measurement: Flexural RigidityUnit: N*m²

Note: Value should be greater than 0.

Formulas to find Flexural Rigidity

Part of Span Length

Part of Span Length is described as the part of the beam length.

Symbol: a

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Part of Span Length

Thrust Force

Thrust Force acting perpendicular to the job piece.

Symbol: Ft

Measurement: ForceUnit: N

Note: Value should be greater than 0.

Formulas to find Thrust Force

Span Length

Span Length is the end to end distance between any beam or slab.

Symbol: L

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Span Length

Deflection due to Moments on Arch Dam

The Deflection due to Moments on Arch Dam is the degree to which a structural element is displaced under a load (due to its deformation).

Symbol: δ

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Deflection due to Moments on Arch Dam

Other Formulas to find Flexural Rigidity

Go Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon

EI = (\frac{5}{384}) \cdot (\frac{W up \cdot L^{4}}{δ})

Go Flexural Rigidity given Deflection due to Prestressing for Singly Harped Tendon

EI = \frac{Ft \cdot L^{3}}{48 \cdot δ}

Other formulas in Deflection due to Prestressing Force category

Go Deflection due to Prestressing for Parabolic Tendon

δ = (\frac{5}{384}) \cdot (\frac{W up \cdot L^{4}}{E \cdot I A})

Go Uplift Thrust when Deflection due to Prestressing for Parabolic Tendon

W up = \frac{δ \cdot 384 \cdot E \cdot I A}{5 \cdot L^{4}}

Go Young's Modulus given Deflection due to Prestressing for Parabolic Tendon

E = (\frac{5}{384}) \cdot (\frac{W up \cdot L^{4}}{δ \cdot I A})

Go Moment of Inertia for Deflection due to Prestressing for Parabolic Tendon

I p = (\frac{5}{384}) \cdot (\frac{W up \cdot L^{4}}{e})

How to Evaluate Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon?

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon evaluator uses Flexural Rigidity = (Part of Span Length*(Part of Span Length^2)*Thrust Force*Span Length^3)/(24*Deflection due to Moments on Arch Dam) to evaluate the Flexural Rigidity, The Flexural Rigidity given Deflection Due to Prestressing for Doubly Harped Tendon is defined as force couple required to bend fixed non-rigid structure by one unit of curvature. Flexural Rigidity is denoted by EI symbol.

How to evaluate Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon using this online evaluator? To use this online evaluator for Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon, enter Part of Span Length (a), Thrust Force (Ft), Span Length (L) & Deflection due to Moments on Arch Dam (δ) and hit the calculate button.

FAQs on Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon

What is the formula to find Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon?

The formula of Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon is expressed as Flexural Rigidity = (Part of Span Length*(Part of Span Length^2)*Thrust Force*Span Length^3)/(24*Deflection due to Moments on Arch Dam). Here is an example- 17.27512 = (0.8*(0.8^2)*311.6*5^3)/(24*48.1).

How to calculate Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon?

With Part of Span Length (a), Thrust Force (Ft), Span Length (L) & Deflection due to Moments on Arch Dam (δ) we can find Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon using the formula - Flexural Rigidity = (Part of Span Length*(Part of Span Length^2)*Thrust Force*Span Length^3)/(24*Deflection due to Moments on Arch Dam).

What are the other ways to Calculate Flexural Rigidity?

Here are the different ways to Calculate Flexural Rigidity-

Flexural Rigidity=(5/384)*((Upward Thrust*Span Length^4)/Deflection due to Moments on Arch Dam)
Flexural Rigidity=(Thrust Force*Span Length^3)/(48*Deflection due to Moments on Arch Dam)

Can the Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon be negative?

No, the Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon, measured in Flexural Rigidity cannot be negative.

Which unit is used to measure Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon?

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon is usually measured using the Newton Square Meter[N*m²] for Flexural Rigidity. Newton Square Centimeter[N*m²], Newton Square Kilometer[N*m²] are the few other units in which Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon can be measured.

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Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Formula

​GoFlexural Rigidity given Deflection due to Prestressing for Parabolic Tendon Formula

​GoFlexural Rigidity given Deflection due to Prestressing for Singly Harped Tendon Formula

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Example

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Solution

Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon Formula Elements

Other Formulas to find Flexural Rigidity

Other formulas in Deflection due to Prestressing Force category

How to Evaluate Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon?

FAQs on Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon

Variable Name

GoFlexural Rigidity given Deflection due to Prestressing for Parabolic Tendon Formula

GoFlexural Rigidity given Deflection due to Prestressing for Singly Harped Tendon Formula