Q1 A column is subjected to an axial concentric compressive loading of 2600 kN including self-weight. The column is made of
305\times 305\times 97,5275
with a length of 6 m . Assume the column is effectively restrained in direction at both ends and non-sway mode. Determine the suitability of column. (10 marks) Q2 Design a suitable base plate for a UC
254\times 254\times 89
, S275 column section considering the loads of 1000 kN . The concrete fcu
=30(N)/(m)m^(2)
(10 marks)

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Q1 A column is subjected to an axial concentric compressive loading of 2600 kN including self-weight. The column is made of

305\times 305\times 97,5275

with a length of 6 m . Assume the column is effectively restrained in direction at both ends and non-sway mode. Determine the suitability of column. (10 marks) Q2 Design a suitable base plate for a UC

254\times 254\times 89

, S275 column section considering the loads of 1000 kN . The concrete fcu

=30(N)/(m)m^(2)

(10 marks)

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