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: