6-) a-)Nd = moment carrying capacity of column section (Mr) for kN axial load valueabacus 81553 KN without using calcula
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6-) a-)Nd = moment carrying capacity of column section (Mr) for kN axial load valueabacus 81553 KN without using calcula
6-) a-)Nd = moment carrying capacity of column section (Mr) for kN axial load valueabacus 81553 KN without using calculate? (The diameter of the reinforcement used is 22 mm and Material: C45/50- B420C) T40 mm Mr 650 mm 350 mm b)your columnbe safe for cutting the largest range of reinforcements that can be used calculate? (Stirrup diameter will be used as 10 mm).
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