Table 3 Gaps between elements in the design and anchor sizes are assumed to be constants for the optimization process
Cross-section point | A | B | C | D |
|---|---|---|---|---|
Cross-section width | (1 + WRpb)*Wp | (1 + WRpm)*Wp | WL | (1 + WRLAm)*WL |
Cross-section point | E | F | G | |
Cross-section width | WL | (1 + WRim)*Wi | (1 + WRib)*Wi |