For S-CONCRETE I-shapes, Zone A is alwa ys associated with the “I” node and Zone B is always associated with the “J” node for wall integration line (WIL) results in S-FRAME. Regardless of the specified orientation in S-CONCRETE (0 , 90 , 180 , or 270 ), the wall integration line results will be exported initially assuming the above configuration. In other words, if the “J” node is in compression in S-FRAME, Zone B will be in compression in S-CONCRETE regardless of the orientation at the end of the transfer process. °
°
°
°
For S-CONCRETE I-Shapes, wall integration line (WIL) results will be exported in the following manner for various orientations. For C-Shapes, T-Shapes, and L-Shapes, WIL results will also be exported in the same manner to the sectional loads spreadsheet.
1
S-FRAME WIL Results
S-CONCRETE Sectional Forces
Fx
-Vy
Fy
-Vz
Fz
N
Mx
-My
My
Mz
Mz
T
2
S-FRAME WIL Results
S-CONCRETE Sectional Forces
Fx
-Vz
Fy
Vy
Fz
N
Mx
Mz
My
My
Mz
T
S-FRAME WIL Results
S-CONCRETE Sectional Forces
Fx
Vy
Fy
Vz
Fz
N
Mx
My
My
-Mz
Mz
T
S-FRAME WIL Results
S-CONCRETE Sectional Forces
Fx
Vz
Fy
-Vy
Fz
N
Mx
-Mz
My
-My
Mz
T
For S-CONCRETE beams or columns, wall integration line (WIL) results will be exported in the following manner.
