Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances Formula

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Excess Shear given Stirrup Leg Area for Bars Bent is a measure that can be evaluated numerically and can be used in an assessment of the possible magnitude and relative likelihood of seismic activity. Check FAQs
V'LAB=Avfvd'(sin(α)+cos(α))s
V'LAB - Excess Shear given Stirrup Leg Area for Bars Bent?Av - Stirrup Area?fv - Allowable Stress in Stirrup Steel?d' - Compression to Centroid Reinforcement Distance?α - Angle at which Stirrup is Inclined?s - Stirrup Spacing?

Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances Example

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Here is how the Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances equation looks like with Values.

Here is how the Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances equation looks like with Units.

Here is how the Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances equation looks like.

4819.2613Edit=500Edit35Edit10.1Edit(sin(30Edit)+cos(30Edit))50.1Edit
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Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances Solution

Follow our step by step solution on how to calculate Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances?

FIRST Step Consider the formula
V'LAB=Avfvd'(sin(α)+cos(α))s
Next Step Substitute values of Variables
V'LAB=500mm²35MPa10.1mm(sin(30°)+cos(30°))50.1mm
Next Step Convert Units
V'LAB=0.00053.5E+7Pa0.0101m(sin(0.5236rad)+cos(0.5236rad))0.0501m
Next Step Prepare to Evaluate
V'LAB=0.00053.5E+70.0101(sin(0.5236)+cos(0.5236))0.0501
Next Step Evaluate
V'LAB=4819.26127981835Pa
Next Step Convert to Output's Unit
V'LAB=4819.26127981835N/m²
LAST Step Rounding Answer
V'LAB=4819.2613N/m²

Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances Formula Elements

Variables
Functions
Excess Shear given Stirrup Leg Area for Bars Bent
Excess Shear given Stirrup Leg Area for Bars Bent is a measure that can be evaluated numerically and can be used in an assessment of the possible magnitude and relative likelihood of seismic activity.
Symbol: V'LAB
Measurement: PressureUnit: N/m²
Note: Value should be greater than 0.
Stirrup Area
Stirrup Area is the total cross-sectional area of the stirrup bars used.
Symbol: Av
Measurement: AreaUnit: mm²
Note: Value can be positive or negative.
Allowable Stress in Stirrup Steel
Allowable stress in stirrup steel is 55% of those for ultimate strength design.
Symbol: fv
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Compression to Centroid Reinforcement Distance
Compression to Centroid Reinforcement Distance is the distance from extreme compression surface to the centroid of compression reinforcement.
Symbol: d'
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Angle at which Stirrup is Inclined
Angle at which Stirrup is Inclined series constitutes bars that are bent up at different distances from the support or when the stirrup is inclined.
Symbol: α
Measurement: AngleUnit: °
Note: Value should be greater than 0.
Stirrup Spacing
Stirrup Spacing is the approximate minimum spacing between two bars in a section.
Symbol: s
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
sin
Sine is a trigonometric function that describes the ratio of the length of the opposite side of a right triangle to the length of the hypotenuse.
Syntax: sin(Angle)
cos
Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle.
Syntax: cos(Angle)

Other formulas in Allowable Shear category

​Go Nominal Unit Shear Stress
Vn=Vbnsd'
​Go Shear given Nominal Unit Shear Stress
V=bnsd'Vn
​Go Distance from Extreme Compression to Centroid given Nominal Unit Shear Stress
d'=VbnsVn
​Go Area Required in Legs of Vertical Stirrup
Av=V'sfvd'

How to Evaluate Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances?

Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances evaluator uses Excess Shear given Stirrup Leg Area for Bars Bent = (Stirrup Area*Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance*(sin(Angle at which Stirrup is Inclined)+cos(Angle at which Stirrup is Inclined)))/(Stirrup Spacing) to evaluate the Excess Shear given Stirrup Leg Area for Bars Bent, The Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances formula is defined as the shear which is present in excess. It is also calculated by ( V'= V - vcbd). In order to resist this excess shear, stirrups and bent up bars are used. Excess Shear given Stirrup Leg Area for Bars Bent is denoted by V'LAB symbol.

How to evaluate Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances using this online evaluator? To use this online evaluator for Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances, enter Stirrup Area (Av), Allowable Stress in Stirrup Steel (fv), Compression to Centroid Reinforcement Distance (d'), Angle at which Stirrup is Inclined (α) & Stirrup Spacing (s) and hit the calculate button.

FAQs on Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances

What is the formula to find Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances?
The formula of Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances is expressed as Excess Shear given Stirrup Leg Area for Bars Bent = (Stirrup Area*Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance*(sin(Angle at which Stirrup is Inclined)+cos(Angle at which Stirrup is Inclined)))/(Stirrup Spacing). Here is an example- 4771.546 = (0.0005*35000000*0.0101*(sin(0.5235987755982)+cos(0.5235987755982)))/(0.0501).
How to calculate Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances?
With Stirrup Area (Av), Allowable Stress in Stirrup Steel (fv), Compression to Centroid Reinforcement Distance (d'), Angle at which Stirrup is Inclined (α) & Stirrup Spacing (s) we can find Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances using the formula - Excess Shear given Stirrup Leg Area for Bars Bent = (Stirrup Area*Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance*(sin(Angle at which Stirrup is Inclined)+cos(Angle at which Stirrup is Inclined)))/(Stirrup Spacing). This formula also uses Sine (sin), Cosine (cos) function(s).
Can the Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances be negative?
No, the Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances, measured in Pressure cannot be negative.
Which unit is used to measure Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances?
Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances is usually measured using the Newton per Square Meter[N/m²] for Pressure. Pascal[N/m²], Kilopascal[N/m²], Bar[N/m²] are the few other units in which Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances can be measured.
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