10A. DIMENSIONING PART 1/4

OBSERVATIONS: 1. A new check has been added to the display of the column-wall diagrams, by unchecking which the diagrams of the intensities are converted from the local axes (as derived from analysis results) to the axes of the dimensioning. The dimensioning axes are in fact the axes for beta=0 and positioning angle=0 In order for all columns - walls to have common reference axes for their stresses and reinforcement, the dimensioning is done with respect to the dimensioning axes (these are the axes for angle beta = 0 and placement angle 0). The system of dimensioning axes has a rotation with respect to the local system of each member by angle Beta minus the placement angle of the element. Thus, for a member with angle beta = 0 and angle of emplacement = 0, the local axes and the dimensioning axes coincide. Recall that when a column is placed with a placement angle other than zero, the corresponding linear element created has a beta angle equal to the placement angle. EXAMPLE for local axes Mounting angle 0, angle beta=0 In the image below The upper post is inserted with a mounting angle of 0 and therefore an angle beta=0 . Thus, its local axes are the same as the dimensioning axes. In the diagrams of the element's stresses, the diagrams on the local axes therefore coincide with the diagrams of the dimensioning