Issue 48

E. Maiorana, Frattura ed Integrità Strutturale, 48 (2019) 459-472; DOI: 10.3221/IGF-ESIS.48.44 467  h' / h  = -1  = 0  = 1 k th k num k th k num k th k num 1.50 0.20 4.94 7.37 7.63 10.89 4.00 6.18 0.30 5.60 7.07 7.63 10.57 4.00 5.43 0.50 7.60 9.23 5.25 6.74 4.00 6.12 1.00 0.20 4.94 7.27 7.63 10.89 4.00 7.09 0.30 5.60 7.52 7.63 10.42 4.00 3.22 0.50 7.60 10.40 5.25 6.86 4.00 6.31 0.67 0.20 4.94 7.33 7.63 10.13 4.46 8.50 0.30 5.60 7.93 7.63 10.16 4.33 7.13 0.50 7.60 11.49 5.25 6.68 4.00 7.18 Table 5: Linear buckling coefficient for cross-section CT4.  h' / h  = -1  = 0  = 1 k th k num k th k num k th k num 1.50 0.20 4.94 7.36 7.63 11.56 4.00 6.51 0.30 5.60 8.75 7.63 11.26 4.00 6.63 0.50 7.60 9.80 5.25 7.23 4.00 6.89 1.00 0.20 4.94 9.93 7.63 11.56 4.00 7.42 0.30 5.60 8.84 7.63 11.32 4.00 7.38 0.50 7.60 10.30 5.25 7.25 4.00 7.28 0.67 0.20 4.94 9.93 7.63 10.33 4.46 8.66 0.30 5.60 9.06 7.63 10.58 4.33 7.95 0.50 7.60 11.78 5.25 7.12 4.00 7.83 Table 6: Linear buckling coefficient for cross-section CR5.  h' / h  = -1  = 0  = 1 k th k num k th k num k th k num 1.50 0.20 4.94 8.26 7.63 11.44 4.00 6.51 0.30 5.60 8.57 7.63 11.24 4.00 6.56 0.50 7.60 9.80 5.25 7.21 4.00 6.63 1.00 0.20 4.94 9.45 7.63 11.55 4.00 7.51 0.30 5.60 8.61 7.63 11.34 4.00 7.32 0.50 7.60 10.30 5.25 7.22 4.00 6.96 0.67 0.20 4.94 9.43 7.63 10.25 4.46 8.66 0.30 5.60 8.77 7.63 10.50 4.33 7.89 0.50 7.60 11.78 5.25 7.10 4.00 7.70 Table 7: Linear buckling coefficient for cross-section CC6.