Question: Question 2 : [ 7 Marks ] Design a compression member of UKPFC cross section to resist ultimate compression force of 6 5 0 K

Question 2: [7 Marks]
Design a compression member of UKPFC cross section to resist ultimate compression force of 650KN. Knowing that the column height is 3.75m and is not permitted to sway and is partially restrained at both ends, The used steel of grade S355.
Question 2 : [ 7 Marks ] Design a compression

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