engineering core courses

Solid Mechanics II
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Solid Mechanics II
Course homepage
C2: Bending
2.1 Unsymmetric Bending
- Theory - Example - Question 1 - Question 2
2.2 Composite Beams
- Theory - Example - Question 1
2.3 Reinforced Concrete Beams
- Theory - Example - Question 1
2.4 Principal Moments of Inertia
- Theory - Example

C2.1 Unsymmetric Bending

In Chapter 4.2 of Solid Mechanics I, we used the flexure formula to calculate the bending stress due to moment in one-direction.

Here we will extend that formula to compute the bending stress from moments in two-direction:


effective bending stress distribution due to moment in two directions

C2.1 Unsymmetric Bending

In Chapter 4.2 of Solid Mechanics I, we used the flexure formula to calculate the bending stress due to moment in one-direction.

Here we will extend that formula to compute the bending stress from moments in two-direction:


effective bending stress distribution due to moment in two directions
unsymmetric bending stress formula
Note:
  • It is imperative that you follow the sign convention (given below) for the formula to work.
  • z-axis must always be 90o CCW from the y-axis.
  • Moment direction must follow the right-hand rule.
  • y and z are the distances of the point of interest from the centroid, along the y-axis and z-axis respectively.
  • Iy and Iz are the moments of inertia about the y-axis and z-axis respectively.
  • My and Mz are positive according to the right-hand rule, with the thumb pointing to the +ve y-axis and +ve z-axis respectively.

Due to two-directions of moments being applied, the neutral-axis (line of zero stress) tilts from the horizontal axis:


neutral-axis oriented at an angle due to moment in two directions

The orientation of the neutral-axis from the horizontal is set as ‘α’, and to get the formula for α we set σb = 0 (since the bending stress is zero at the neutral-axis).

setting bending stress equals zero to get formula for orientation angle of neutral-axis

Sometimes the moment is given in terms of its magnitude and direction. In that case:

final formula for orientation angle of neutral-axis

Let’s look at an example now.

unsymmetric bending stress formula
Note:
  • It is imperative that you follow the sign convention (given below) for the formula to work.
  • z-axis must always be 90o CCW from the y-axis.
  • Moment direction must follow the right-hand rule.
  • y and z are the distances of the point of interest from the centroid, along the y-axis and z-axis respectively.
  • Iy and Iz are the moments of inertia about the y-axis and z-axis respectively.
  • My and Mz are positive according to the right-hand rule, with the thumb pointing to the +ve y-axis and +ve z-axis respectively.

Due to two-directions of moments being applied, the neutral-axis (line of zero stress) tilts from the horizontal axis:


neutral-axis oriented at an angle due to moment in two directions

The orientation of the neutral-axis from the horizontal is set as ‘α’, and to get the formula for α we set σb = 0 (since the bending stress is zero at the neutral-axis).

setting bending stress equals zero to get formula for orientation angle of neutral-axis

Sometimes the moment is given in terms of its magnitude and direction. In that case:

final formula for orientation angle of neutral-axis

Let’s look at an example now.

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