bending moment's Usage Examples:

Statically indeterminate beams The bending moments and shear forces in Euler–Bernoulli beams can often be determined directly using static balance of forces and moments.

This is theoretically the maximum bending moment that the section can resist - when this point is reached a plastic hinge.

But the resulting bending moment vector will still be in the -y direction since \mathbf{e_z} \times -\mathbf{e_x} -\mathbf{e_y}.

The web resists shear forces, while the flanges resist most of the bending moment experienced by the beam.

bending ( Theory of simple bending) is a condition of stress where a bending moment is applied to a beam without the simultaneous presence of axial, shear.

The maximum bending moment M m a x {\displaystyle M_{max}} and deflection.

The bending moments (M), shear forces (Q), and deflections (w) for a cantilever beam subjected to a point load at the free end and a uniformly distributed load are given in the table below.

contraflexure if the bending moment about the point equals zero.

the longitudinal tension and compression which resist the applied bending moment also tend to flatten or ovalise the cross-section.

negative, then a negative bending moment within an element will cause "hogging", and a positive moment will cause "sagging".

The sign of the bending moment M {\displaystyle M} is positive when the torque vector associated with the bending moment on the right hand side.

Synonyms:

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Antonyms:

nonpsychoactive, unemotional,