10C. DIMENSIONING PART 3/4

CHAPTER 10C 'DIMENSIONING' 30 Other reasons for exhaustion ( cases 2-8 ) appear in the same way OBSERVATIONS • The ratios for all elements that are pillars and belong to this layer are displayed. • If you had run the checks the old way, only the members with the worst sizes would appear in the display. In the checks (9-13) for bending, deformation and movement there are cases where this check is not required. In this case, in order to separate the member, the value entered is -1. Let's look at control 12 for example. Reasons for deformation exhaustion. Similarly, you display the exhaustion reasons (1-13) for the beams. and you will get the following picture :