Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 300+ more calculators!
Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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11 Other formulas that you can solve using the same Inputs

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
Impulsive Torque
Impulsive Torque=(Moment of Inertia*(Final Angular Velocity-Angular velocity))/Time Taken to Travel GO
Strain Energy if moment value is given
Strain Energy=(Bending moment*Bending moment*Length)/(2*Elastic Modulus*Moment of Inertia) GO
Center of Gravity
Centre of gravity=Moment of Inertia/(Volume*(Centre of Buoyancy+Metacenter)) GO
Center of Buoyancy
Centre of Buoyancy=Moment of Inertia/(Volume*Centre of gravity)-Metacenter GO
Metacenter
Metacenter=Moment of Inertia/(Volume*Centre of gravity)-Centre of Buoyancy GO
Deflection of fixed beam with load at center
Deflection=-Width*(Length^3)/(192*Elastic Modulus*Moment of Inertia) GO
Section Modulus
Section Modulus=(Moment of Inertia)/(Distance from the Neutral axis) GO
Deflection of fixed beam with uniformly distributed load
Deflection=-Width*Length^4/(384*Elastic Modulus*Moment of Inertia) GO
Resistance
Resistance=(Resistivity*Length of Conductor)/Cross sectional area GO
Angular Momentum
Angular Momentum=Moment of Inertia*Angular Velocity GO

2 Other formulas that calculate the same Output

Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Plastic Section Modulus GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO

Maximum Bending Moment when Maximum Stress For Short Beams is Given Formula

Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis
M=((σ<sub>m</sub>-(P/A))*I)/y
More formulas
Maximum Stress For Short Beams GO
Axial Load when Maximum Stress For Short Beams is Given GO
Cross-Sectional Area when Maximum Stress For Short Beams is Given GO

Define Bending Moment?

Bending moment is an internally developed moment to counteract the externally applied loads ( hence to attain equilibrium), developed inside the body which you can not see physically. Please note that it is not an applied moment on the body, it is only developed inside when the body is subjected to some external stimuli.

How to Calculate Maximum Bending Moment when Maximum Stress For Short Beams is Given?

Maximum Bending Moment when Maximum Stress For Short Beams is Given calculator uses Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis to calculate the Maximum Bending Moment, The Maximum Bending Moment when Maximum Stress For Short Beams is Given formula is defined as the bending of the beam or any structure upon the action of the arbitrary load. The maximum bending moment in the beam occurs at the point of maximum stress. Maximum Bending Moment and is denoted by M symbol.

How to calculate Maximum Bending Moment when Maximum Stress For Short Beams is Given using this online calculator? To use this online calculator for Maximum Bending Moment when Maximum Stress For Short Beams is Given, enter Maximum stress at crack tip m), Axial Load (P), Cross sectional area (A), Moment of Inertia (I) and Distance from the Neutral axis (y) and hit the calculate button. Here is how the Maximum Bending Moment when Maximum Stress For Short Beams is Given calculation can be explained with given input values -> 1.350E+9 = ((60000000-(98.0664999999931/10))*1.125)/0.05.

FAQ

What is Maximum Bending Moment when Maximum Stress For Short Beams is Given?
The Maximum Bending Moment when Maximum Stress For Short Beams is Given formula is defined as the bending of the beam or any structure upon the action of the arbitrary load. The maximum bending moment in the beam occurs at the point of maximum stress and is represented as M=((σm-(P/A))*I)/y or Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis. Maximum stress at crack tip due to the applied nominal stress, Axial Load is defined as applying a force on a structure directly along an axis of the structure, 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, Moment of Inertia is the measure of the resistance of a body to angular acceleration about a given axis and The Distance from the Neutral axis is the distance from the neutral axis to any given fiber.
How to calculate Maximum Bending Moment when Maximum Stress For Short Beams is Given?
The Maximum Bending Moment when Maximum Stress For Short Beams is Given formula is defined as the bending of the beam or any structure upon the action of the arbitrary load. The maximum bending moment in the beam occurs at the point of maximum stress is calculated using Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis. To calculate Maximum Bending Moment when Maximum Stress For Short Beams is Given, you need Maximum stress at crack tip m), Axial Load (P), Cross sectional area (A), Moment of Inertia (I) and Distance from the Neutral axis (y). With our tool, you need to enter the respective value for Maximum stress at crack tip, Axial Load, Cross sectional area, Moment of Inertia and Distance from the Neutral axis 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 Maximum Bending Moment?
In this formula, Maximum Bending Moment uses Maximum stress at crack tip, Axial Load, Cross sectional area, Moment of Inertia and Distance from the Neutral axis. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Maximum Bending Moment=yield strength of steel*Plastic Section Modulus
  • Maximum Bending Moment=yield strength of steel*Section Modulus
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