EXAMPLE 7. VALUATION OF A BUILDING FROM LOAD-BEARING MASONRY

EXAMPLE 7: 'VALUATION OF A MASONRY BUILDING' 7 (6) Erz±(epicyclic torsional moment loads resulting from the epicyclic forces of the earthquake ZLI displaced by the random eccentricity ±2eτxi. (7) EY (vertical seismic component -earthquake by y- from dynamic analysis). Comments All the commands used in this example, (and all the other commands in the program) are explained in detail in the Manual that accompanies the program.