Applied Shear at Section for Development Length of Simple Support Formula

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Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force. Check FAQs
Vu=MnLd-La
Vu - Applied Shear at Section?Mn - Computed Flexural Strength?Ld - Development Length?La - Additional Embedment Length?

Applied Shear at Section for Development Length of Simple Support Example

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With units
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Here is how the Applied Shear at Section for Development Length of Simple Support equation looks like with Values.

Here is how the Applied Shear at Section for Development Length of Simple Support equation looks like with Units.

Here is how the Applied Shear at Section for Development Length of Simple Support equation looks like.

33.4Edit=10.02Edit400Edit-100Edit
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Applied Shear at Section for Development Length of Simple Support Solution

Follow our step by step solution on how to calculate Applied Shear at Section for Development Length of Simple Support?

FIRST Step Consider the formula
Vu=MnLd-La
Next Step Substitute values of Variables
Vu=10.02MPa400mm-100mm
Next Step Convert Units
Vu=1E+7Pa0.4m-0.1m
Next Step Prepare to Evaluate
Vu=1E+70.4-0.1
Next Step Evaluate
Vu=33400000Pa
LAST Step Convert to Output's Unit
Vu=33.4N/mm²

Applied Shear at Section for Development Length of Simple Support Formula Elements

Variables
Applied Shear at Section
Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force.
Symbol: Vu
Measurement: PressureUnit: N/mm²
Note: Value should be greater than 0.
Computed Flexural Strength
Computed Flexural Strength is defined as the stress in a material just before it yields in a flexure test with all reinforcing steel at section stressed to fy.
Symbol: Mn
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Development Length
Development Length is the amount of reinforcement or bar length needed to be embedded into the column to establish the desired bond strength between the concrete and steel.
Symbol: Ld
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Additional Embedment Length
Additional Embedment Length is the length of embedded steel reinforcement provided beyond a critical section, beyond inflection point or center of support.
Symbol: La
Measurement: LengthUnit: mm
Note: Value should be greater than 0.

Other formulas in Development Length Requirements category

​Go Basic Development Length for Bars and Wire in Tension
Ld=0.04Abfysteelfc
​Go Bar Steel Yield Strength given Basic Development Length
fysteel=Ldfc0.04Ab
​Go Basic Development Length for 14mm Diameter Bars
Ld=0.085fysteelfc
​Go Basic Development Length for 18mm Diameter Bars
Ld=0.125fysteelfc

How to Evaluate Applied Shear at Section for Development Length of Simple Support?

Applied Shear at Section for Development Length of Simple Support evaluator uses Applied Shear at Section = (Computed Flexural Strength)/(Development Length-Additional Embedment Length) to evaluate the Applied Shear at Section, The Applied shear at section for development length of simple support is defined as the strength against the structural failure when the material fails in shear. Applied Shear at Section is denoted by Vu symbol.

How to evaluate Applied Shear at Section for Development Length of Simple Support using this online evaluator? To use this online evaluator for Applied Shear at Section for Development Length of Simple Support, enter Computed Flexural Strength (Mn), Development Length (Ld) & Additional Embedment Length (La) and hit the calculate button.

FAQs on Applied Shear at Section for Development Length of Simple Support

What is the formula to find Applied Shear at Section for Development Length of Simple Support?
The formula of Applied Shear at Section for Development Length of Simple Support is expressed as Applied Shear at Section = (Computed Flexural Strength)/(Development Length-Additional Embedment Length). Here is an example- 0.000167 = (10020000)/(0.4-0.1).
How to calculate Applied Shear at Section for Development Length of Simple Support?
With Computed Flexural Strength (Mn), Development Length (Ld) & Additional Embedment Length (La) we can find Applied Shear at Section for Development Length of Simple Support using the formula - Applied Shear at Section = (Computed Flexural Strength)/(Development Length-Additional Embedment Length).
Can the Applied Shear at Section for Development Length of Simple Support be negative?
No, the Applied Shear at Section for Development Length of Simple Support, measured in Pressure cannot be negative.
Which unit is used to measure Applied Shear at Section for Development Length of Simple Support?
Applied Shear at Section for Development Length of Simple Support is usually measured using the Newton per Square Millimeter[N/mm²] for Pressure. Pascal[N/mm²], Kilopascal[N/mm²], Bar[N/mm²] are the few other units in which Applied Shear at Section for Development Length of Simple Support can be measured.
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