DUZENI BAŞVURULAR POSTALAR GÖZDEN GEÇIR courseworkdocx (2)- Word (Urün Etkinleştirilemedi) GÖRÜNÜM AA Aa AaççĞg AaççĞğH Aaççği Aaççğğ Aaççğğ Aaççağ AaççGgi AaCeGel Aa A-A- 啊··· 1 Normal Aralık Yok Başlık 11 Başlık 2 Başlık 3 Başlık 4 Başlık 6 Başlık 7 Konu Başlı Paragraf Για Stiller ASSIGNMENT C COLUMN NUMBER AXIAL LOAD AT WHICH THE FIRST CRACK WAS DETECTED, to (c) FAILURE AXIAL LOAD, (n) 107.43 75.54 2 73.43 103.59 3 75.0 109.11 4 73.82 106.73 5 74.0 105.17 I 6 74.22 107.05 7 74.12 106.34 73.91 105.73 9 75.07 110.00 10 MM 106.21 11 74.00 107.69 12 74.09 107.65 11 7456 1031 14 72.99 106.77 15 75.13 110.05 Total 1115.67 1609.89 Hybrid concrete columns consisting of ultra-high performance fibre reinforced cementitious composite tube, and normal-strength concrete core have been tested under your responsibility to observe the first crack and failure load due to axial loading. The observed values of each sample have been recorded in the tabular form above. A report only having harmonic and geometric means of the first crack and failure load values is required. Please discuss the harmonic and geometric means that you calculate against the arithmetic means. ° E W