B. COLUMN REINFORCEMENT DETAILS

55 CHAPTER B: COLUMN REINFORCEMENT DETAILS • Insert mantle reinforcement, via the "Main Reinforcement" and "Connectors" command (see Chapters 2 and 3) and then, • calculate the new interaction diagrams of the new reinforced cross-section, through the Keywor OBSERVATION Completed the integration of the clamping for all existing types of reinforcement in the columns. Increase in concrete strength and deformation at break is done for all reinforcements. Bracing works only on poles (not on walls) and requires closed reinforcement on all sides. The new values are shown on existing cross-section data page in the reinforcement printout. The increased strength and deformation values are shown on the first page of the reinforcement printout. This page refers to the existing cross-section.