Master this deck with 15 terms through effective study methods.
Important points and summarize
Deflection aligns with the load plane and occurs in symmetric cross-sections.
Deflection occurs at an angle to the load, bending about two principal axes.
Symmetrical bending aligns with principal axes, while unsymmetrical does not.
It remains perpendicular to the loading plane.
The bending moment acts only about one principal axis.
I-beams, rectangular beams, and boxes.
Stresses are calculated differently due to biaxial bending.
When the load is inclined, not vertical or horizontal.
It does not align with the principal axes.
Loading aligns with the principal plane.
Loading is inclined but passes through the centroid.
Symmetrical bending has loading aligned with the principal plane.
It experiences uniform deflection across the plane.
Stress is calculated as σ = M/I.
It involves varying moments about different axes.