Problem 1: The column shown is subjected to an ultimate axial
load of 1200 kN and a moment Very =
100 kNm. Design the longitudinal and transverse reinforcement so
that it is safe.
Problem 1 The Column Shown Is Subjected To An Ultimate Axial Load Of 1200 Kn And A Moment Very 100 Knm Design The Lo 1 (43.7 KiB) Viewed 16 times
145 45 56 I T 1 Y Z 280 561 450
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