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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=(5384)(WupL4δ)
EI - Flexural Rigidity?Wup - Upward Thrust?L - Span Length?δ - Deflection due to Moments on Arch Dam?

Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon Example

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With units
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Here is how the Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon equation looks like with Values.

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

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

0.0142Edit=(5384)(0.842Edit5Edit448.1Edit)
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Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon Solution

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

FIRST Step Consider the formula
EI=(5384)(WupL4δ)
Next Step Substitute values of Variables
EI=(5384)(0.842kN/m5m448.1m)
Next Step Convert Units
EI=(5384)(842N/m5m448.1m)
Next Step Prepare to Evaluate
EI=(5384)(8425448.1)
Next Step Evaluate
EI=0.0142457661988912N*m²
LAST Step Rounding Answer
EI=0.0142N*m²

Flexural Rigidity given Deflection due to Prestressing for Parabolic 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.
Upward Thrust
Upward Thrust for parabolic tendon can be described as the force per unit length of the tendon.
Symbol: Wup
Measurement: Surface TensionUnit: kN/m
Note: Value should be greater than 0.
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.
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.

Other Formulas to find Flexural Rigidity

​Go Flexural Rigidity given Deflection due to Prestressing for Singly Harped Tendon
EI=FtL348δ
​Go Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon
EI=a(a2)FtL324δ

Other formulas in Deflection due to Prestressing Force category

​Go Deflection due to Prestressing for Parabolic Tendon
δ=(5384)(WupL4EIA)
​Go Uplift Thrust when Deflection due to Prestressing for Parabolic Tendon
Wup=δ384EIA5L4
​Go Young's Modulus given Deflection due to Prestressing for Parabolic Tendon
E=(5384)(WupL4δIA)
​Go Moment of Inertia for Deflection due to Prestressing for Parabolic Tendon
Ip=(5384)(WupL4e)

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

Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon evaluator uses Flexural Rigidity = (5/384)*((Upward Thrust*Span Length^4)/Deflection due to Moments on Arch Dam) to evaluate the Flexural Rigidity, Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon is defined as product of youngs modulus and moment of inertia. Flexural Rigidity is denoted by EI symbol.

How to evaluate Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon using this online evaluator? To use this online evaluator for Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon, enter Upward Thrust (Wup), 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 Parabolic Tendon

What is the formula to find Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon?
The formula of Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon is expressed as Flexural Rigidity = (5/384)*((Upward Thrust*Span Length^4)/Deflection due to Moments on Arch Dam). Here is an example- 0.014246 = (5/384)*((842*5^4)/48.1).
How to calculate Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon?
With Upward Thrust (Wup), Span Length (L) & Deflection due to Moments on Arch Dam (δ) we can find Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon using the formula - Flexural Rigidity = (5/384)*((Upward Thrust*Span Length^4)/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=(Thrust Force*Span Length^3)/(48*Deflection due to Moments on Arch Dam)OpenImg
  • Flexural Rigidity=(Part of Span Length*(Part of Span Length^2)*Thrust Force*Span Length^3)/(24*Deflection due to Moments on Arch Dam)OpenImg
Can the Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon be negative?
No, the Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon, measured in Flexural Rigidity cannot be negative.
Which unit is used to measure Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon?
Flexural Rigidity given Deflection due to Prestressing for Parabolic 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 Parabolic Tendon can be measured.
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