Following are the differences between symmetry and anti-symmetry frames
Aspect |
Symmetry Frame |
Anti-Symmetry Frame |
Loading |
Symmetric loading. |
Anti-symmetric loading. |
Quantities Distribution |
Symmetric quantities such as bending moments and displacements are
symmetrical about the centroidal vertical axis. |
Symmetric quantities like bending moments and displacements are zero
at the centroidal vertical axis. |
Behavior at Centroidal Axis |
Symmetric quantities such as bending moments
and displacements exhibit symmetry around the centroidal vertical axis. |
Anti-symmetric quantities like slopes and shear
forces are zero at the centroidal vertical axis. |
Distribution of Anti-Symmetric Quantities |
Anti-symmetric quantities such as slopes and shear forces are
distributed about the centroidal vertical axis, exhibiting symmetry with
respect to it. |
Anti-symmetric quantities such as slopes and shear forces are
distributed about the centroidal vertical axis but are zero at the axis. |
Support Reactions |
Support reactions in symmetric frames are often
equal in magnitude and opposite in direction on either side of the axis. |
Support reactions in anti-symmetric frames may
differ in magnitude and direction, depending on the anti-symmetric loading
condition. |
Deformation Pattern |
Deformation patterns are symmetrical about the centroidal axis,
meaning both sides of the frame deform in a mirrored fashion. |
Deformation patterns are anti-symmetrical, with the deformation being
mirrored but with opposite characteristics around the centroidal axis. |
Example Structures |
Bridges with symmetric loading patterns or
buildings with symmetrical facades. |
Cantilever beams or frames with asymmetric
loadings, where loads are applied in a way that creates an anti-symmetric
distribution of forces. |
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