8B. ANALYSIS PART 2

CHAPTER 8B 'ANALYSIS' 91 OBSERVATION: At the bottom of the file, the Sectional Adequacy Check is also displayed only for shear-failing elements. IMPORTANT OBSERVATION: For the beams and for the poles we have the following strengths - Vrd,s - Vrdmax - Vr Especially for the poles we also have the - Vr,sls • For an element to be classified as sandy, the ratio of the shear stress to the lower of the above strengths must exceed unity. Then the program the square shall be taken as a marker and the procedure shall be followed to modify the parameters determined by considering a flexural failure, so that they are effectively reduced from a plagiform failure to a slip failure (reduction θy, etc.). • In the checks (in the printout), those elements are shown whose ratio is greater than unity and come from all strengths, except Vrd,s which is the strength of the fasteners. However, in the graphical representation the squares are also shown for this failure (from Vrd,s). So when squares appear in the graphical representation and the corresponding elements do not appear in the controls, it is an excess of Vrd,s. However, it should be noted that also from exceeding Vrd,s the procedure for reducing the bending failure normally follows