10C. DIMENSIONING PART 3/4

CHAPTER 10C 'DIMENSIONING' 27 Show reasons for exhaustion with Color Gradation In the case of steel structures the checks are common for beams and columns and represent a single value. More specifically, the following depletion ratios are calculated. : 1) Reasons for Auto Exhaustion 2) Reasons for depletion N 3) Reasons for exhaustion M 4) Reasons for exhaustion V 5) Reasons for Mx exhaustion 6) Reasons for M-Ndepletion 7) Reasons for M-V exhaustion 8) Reasons for exhaustion M-V-N 9) Reasons for Flexural Bending Exhaustion 10) Lateral Flexion Exhaustion Reasons 11) Reasons for Torsion Flexure Exhaustion 12) Reasons for deformation exhaustion 13) Reasons for Travel Exhaustion IT IS RECALLED THAT: In the new versions of SCADA Pro a new feature was added that was activated in the cross- section control of metallic cross-sections. Recall that the cross-section control was previously done at the layer level and at the level of each cross-section but only the worst member each intensive size was controlled. Now now the check is still done at layer level and for each cross- section but now each member is checked by activating the option at the bottom as shown in the next figure.