10B. DIMENSIONING PART 2/4

CHAPTER 10B 'DIMENSIONING' 63 If SMyb< SMyc then the beams are weaker than the columns, then the beams introduce a cutting force Vjh into the node, (Σ.10) Whereas, if SMyb> SMyc then the beams are stronger than the columns, then the columns determine the shear stress Vjv . The stress τj developed at the interface is then calculated and the ratios are calculated: • for the first type of failure : tj/τc • for the second type of failure : tj/τju. Reasons greater than one are shown in red. OBSERVATIONS: Checks are being done: • for the inelastic analysis for the specific intensities of the chosen performance level, • and for the elastic analysis the test is performed for each combination and the final result is the worst ratio. • Required A prerequisite for performing the node checks is the creation of the M- N interaction diagrams. (Σ. 11)