Overview of cross-sectional deformation redistribution due to local soil loads without extra topload (Output Table)

Data description/Result options:

ELEM:

Element number (n) with mid-cross-section (n)

OVAL2-O:

Max. of 2-nd harmonic of radial deformation of cross-section (n) due to local soil loads before redistribution

F2-O:

Angle between local y-axis and location of oval2-o on circumference

OVAL2-T:

Max. of 2-nd harmonic of radial deformation of cross-section (n) due to local soil loads after redistribution

F2-T:

Angle between local y-axis and location of oval2-t on circumference

OVAL3-O:

Max. of 3-rd harmonic of radial deformation of cross-section (n) due to local soil loads before redistribution

F3-O:

Angle between local y-axis and location of oval3-o on circumference

OVAL3-T:

Max. of 3-rd harmonic of radial deformation of cross-section (n) due to local soil loads after redistribution

F3-T:

Angle between local y-axis and location of oval3-t on circumference

OVAL4-O:

Max. of 4-th harmonic of radial deformation of cross-section (n) due to local soil loads before redistribution

F4-O:

Angle between local y-axis and location of oval4-o on circumference

OVAL4-T:

Max. of 4-th harmonic of radial deformation of cross-section (n) due to local soil loads after redistribution

F4-T:

Angle between local y-axis and location of oval4-t on circumference

H610521, last changed: 2007-07-30

See also: