8A. ANALYSIS Part 1: NEW BUILDINGS

CHAPTER 8A 'ANALYSIS' 70 Controls 2.2. Σ1 Scenario checks of seismic elastic analyses With one scenario of an Elastic analysis active: Select the "Checks" command and in the dialog box: ▪ enter the minimum length for defining the walls and click the corresponding button, ▪ set the mass and stiffness limits for the normal conditions of the building, ▪ Enable the creation of the two .txt files ▪ "OK." 2.2. Σ2 Seismic / EAK and Static& Dynamic- ET elastic analysis ▪ RESULTS OF TESTS IN THE MAIN BUILDING DIRECTIONS SIMPLIFIED SPECTRAL METHOD (EAK) ▪ TEST RESULTS DYNAMIC SPECTRAL METHOD WITH HOMOGENEOUS TORSION PAIRS (EAK) Automatically opens a .txt file that, for "active analysis". includes the results of the checks: ✓ Building Station Mass and Rigidity Difference Check (& 3.5.1.[4].b,c) ✓ Weight Center - Plastic Shaft Center & 3.3.3 E.A.K. ✓ Class 2 Impact Control--------Framework Volatility--- Address X ✓ 2nd Class Influence Control-------Framework Volatility -------------------- Address Z ✓ Checking the stability of frames (&14.3.1b E.K.O.S.2000) Address X ✓ Checking the stability of frames (&14.3.1b E.K.O.S.2000) Address Z ✓ Checking the angular deflection of the S floor 4.2.2 Address X ✓ Checking the angular deformation of floor S 4.2.2 Z-address ✓ Wall Adequacy Check & 4.1.4.2.β.[2] ✓ Building Torsional Sensitivity Check & 3.3.3.[7] ✓ Calculation of Seismic Moment & 4.1.7.2(3) E.A.K. ✓ Proposed seismic joint without calculation & 4.1.7.2(4)