EXAMPLE 11. MASONRY WITH THE EQUAL FRAME METHOD

PARADEIGMA 11: " MASONRY M.I.P." 15 In load-bearing masonry for the calculation of λ , 4 checks are carried out as prescribed by the KADET. Also, after the calculation of λ, the new intensive magnitudes are calculated for each end, which are the intensive magnitudes of the previous step+ λ times the intensive magnitudes of the RESISTANCE TO IN-FIELD 1) Bend 2) Shear slip along the horizontal joints 3) Shear diagonal cracking RESISTANCE TO OUT-OF-FIELD 4) Bending along horizontal joints