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.
145 45 56 I T 1 Y Z 280 561 450
Problem 1: The column shown is subjected to an ultimate axial load of 1200 kN and a moment Very = 100 kNm. Design the lo
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Problem 1: The column shown is subjected to an ultimate axial load of 1200 kN and a moment Very = 100 kNm. Design the lo
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