Rothoblaas - X-RAD Page 35
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X-ONE X-PLATE X-SEAL STEP 5 STEP 6 A spring (C) is provided at each end of the panel, both vertically and horizontally, to simulate contact between CLT panels. The springs at the base of the walls simulate contact between the panel and the foundation. The wall panels arranged at right angles are supposedly free. Plates that in reality will connect the orthogonal walls are entered as a construction connection outside the calculation. C C C C C C C C C C C C C C C C C C C C STEP 7 STEP 8 Final definition of the FEM model. The analysis considers a solution method for the nonlinear finite element model, given the presence of springs that only work with compression. yes START EARTHQUAKE no REGULARITY IN HEIGHT + T1 < 2.5 Tc yes NONLINEAR MODEL NONLINEAR MODEL STATIC ANALYSIS STATIC ANALYSIS + STATIC LINEAR SEISMIC ANALYSIS VERIFICATION OF ALL STRUCTURAL ELEMENTS, INCLUDING CONNECTIONS STEP 9 The stresses deriving from the analysis, which can be obtained in each node from reading the forces of the two connecting rods simulating the X-ONE connector, can be exported to the MyProject software for automatic verification of all connections. V my N calculation software by rothoblaas X-ONE 33
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