Issue 29

S. Terravecchia et al., Frattura ed Integrità Strutturale, 29 (2014) 61-73; DOI: 10.3221/IGF-ESIS.29.07 71 x T y T x R y R 1 a 0.591253 0.673221 1 a -0.0391933 -0.00500786 2 a -0.188974 0.066697 2 a 0.00922674 -0.0104388 2 b 0.188974 0.066697 2 b -0.00922674 -0.0104388 3 b -0.591253 0.673221 3 b 0.0391933 -0.00500786 3 c 2.05806 -0.371508 3 c -0.201115 0.0048963 4 c 1.28042 0.246566 4 c -0.129643 0.00265313 4 d 1.28042 -0.246566 4 d -0.129643 -0.00265313 5 d 2.05806 0.371508 5 d -0.201115 -0.0048963 5 e -0.591253 -0.673221 5 e 0.0391933 0.00500786 6 e 0.188974 -0.066697 6 e -0.00922674 0.0104388 6 f -0.188974 -0.066697 6 f 0.00922674 0.0104388 7 f 0.591253 -0.673221 7 f -0.0391933 0.00500786 7 g -2.05806 0.371508 7 g 0.201115 -0.0048963 8 g -1.28042 -0.246566 8 g 0.129643 -0.00265313 8 h -1.28042 0.246566 8 h 0.129643 0.00265313 1 h -2.05806 -0.371508 1 h 0.201115 0.0048963 Table 2 : Results for the first load condition. x T y T x R y R 1 a 0.00 0.576923 1 a 0.00 0.00 2 a 0.00 0.576923 2 a 0.00 0.00 2 b 0.00 0.576923 2 b 0.00 0.00 3 b 0.00 0.576923 3 b 0.00 0.00 3 c 1.34615 0.00 3 c 0.00 0.00 4 c 1.34615 0.00 4 c 0.00 0.00 4 d 1.34615 0.00 4 d 0.00 0.00 5 d 1.34615 0.00 5 d 0.00 0.00 5 e 0.00 -0.576923 5 e 0.00 0.00 6 e 0.00 -0.576923 6 e 0.00 0.00 6 f 0.00 -0.576923 6 f 0.00 0.00 7 f 0.00 -0.576923 7 f 0.00 0.00 7 g -1.34615 0.00 7 g 0.00 0.00 8 g -1.34615 0.00 8 g 0.00 0.00 8 h -1.34615 0.00 8 h 0.00 0.00 1 h -1.34615 0.00 1 h 0.00 0.00 Table 3 : Results for the second load condition.