Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

Stress at Point y for a Curved Beam
Stress=((Bending Moment )/(Cross sectional area*Radius of Centroidal Axis))*(1+((Distance of Point from Centroidal Axis)/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis)))) GO
Bending Moment When Stress is Applied at Point y in a Curved Beam
Bending Moment =((Stress*Cross sectional area*Radius of Centroidal Axis)/(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis))))) GO
Neutral Axis to Outermost Fiber Distance when Total Unit Stress in Eccentric Loading is Given
Outermost Fiber Distance=(Total Unit Stress-(Axial Load/Cross sectional area))*Moment of Inertia about Neutral Axis/(Axial Load*Distance_from Load Applied) GO
Total Unit Stress in Eccentric Loading
Total Unit Stress=(Axial Load/Cross sectional area)+(Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis) GO
Maximum Bending Moment when Maximum Stress For Short Beams is Given
Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis GO
Maximum Stress For Short Beams
Maximum stress at crack tip=(Axial Load/Cross sectional area)+((Maximum Bending Moment*Distance from the Neutral axis)/Moment of Inertia) GO
Axial Load when Maximum Stress For Short Beams is Given
Axial Load=Cross sectional area*(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Electric Current when Drift Velocity is Given
Electric Current=Number of free charge particles per unit volume*[Charge-e]*Cross sectional area*Drift Velocity GO
Resistance
Resistance=(Resistivity*Length of Conductor)/Cross sectional area GO
Centrifugal Stress
Centrifugal Stress=2*Tensile Stress*Cross sectional area GO
Rate of Flow
Rate of flow=Cross sectional area*Average Velocity GO

1 Other formulas that calculate the same Output

Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for I and Channel Sections
Limiting laterally unbraced length=300*Radius of gyration about minor axis/sqrt(Flange yield stress) GO

Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams Formula

Limiting laterally unbraced length=(3750*(Radius of gyration about minor axis/Plastic Moment))/(sqrt(Torsional constant*Cross sectional area))
L<sub>p</sub>=(3750*(r<sub>y</sub>/M<sub>p</sub>))/(sqrt(J*A))
More formulas
Maximum Laterally Unbraced Length for Plastic Analysis GO
Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams GO
Plastic Moment GO
Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for I and Channel Sections GO
Limiting Laterally Unbraced Length for Inelastic Lateral Buckling GO
Specified Minimum Yield Stress for Web if Lr is Given GO
Beam Buckling Factor 1 GO
Beam Buckling Factor 2 GO
Limiting Buckling Moment GO
Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams GO
Critical Elastic Moment GO
Critical Elastic Moment for Box Sections and Solid Bars GO

What is torsion constant?

The torsion constant, together with material properties and length, describes a bar's torsional stiffness. The SI unit for torsion constant is m^4. It is a geometrical property defined using the parameters, torque, angle of twist and shear modulus.

How to Calculate Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams?

Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams calculator uses Limiting laterally unbraced length=(3750*(Radius of gyration about minor axis/Plastic Moment))/(sqrt(Torsional constant*Cross sectional area)) to calculate the Limiting laterally unbraced length, The Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams is defined as the maximum unbraced length of a plastic section which involves the relationship between radius of gyration about minor axis, plastic moment, torsional constant and area of cross section. . Limiting laterally unbraced length and is denoted by Lp symbol.

How to calculate Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams using this online calculator? To use this online calculator for Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams, enter Radius of gyration about minor axis (ry), Plastic Moment (Mp), Torsional constant (J) and Cross sectional area (A) and hit the calculate button. Here is how the Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams calculation can be explained with given input values -> 0.75 = (3750*(0.02/10000))/(sqrt(10*10)).

FAQ

What is Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams?
The Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams is defined as the maximum unbraced length of a plastic section which involves the relationship between radius of gyration about minor axis, plastic moment, torsional constant and area of cross section. and is represented as Lp=(3750*(ry/Mp))/(sqrt(J*A)) or Limiting laterally unbraced length=(3750*(Radius of gyration about minor axis/Plastic Moment))/(sqrt(Torsional constant*Cross sectional area)). Radius of gyration about minor axis is the root mean square distance of the object's parts from either its center of mass or a given minor axis, depending on the relevant application, Plastic Moment is the moment at which the entire cross section has reached its yield stress, The Torsional constant is a geometrical property of a bar's cross-section which is involved in the relationship between the angle of twist and applied torque along the axis of the bar and Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point.
How to calculate Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams?
The Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams is defined as the maximum unbraced length of a plastic section which involves the relationship between radius of gyration about minor axis, plastic moment, torsional constant and area of cross section. is calculated using Limiting laterally unbraced length=(3750*(Radius of gyration about minor axis/Plastic Moment))/(sqrt(Torsional constant*Cross sectional area)). To calculate Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams, you need Radius of gyration about minor axis (ry), Plastic Moment (Mp), Torsional constant (J) and Cross sectional area (A). With our tool, you need to enter the respective value for Radius of gyration about minor axis, Plastic Moment, Torsional constant and Cross sectional area and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Limiting laterally unbraced length?
In this formula, Limiting laterally unbraced length uses Radius of gyration about minor axis, Plastic Moment, Torsional constant and Cross sectional area. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Limiting laterally unbraced length=300*Radius of gyration about minor axis/sqrt(Flange yield stress)
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