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The steel frame shown in Figure 3 is made up of 4, I-section columns connected to each other by steel I - section beams.

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The steel frame shown in Figure 3 is made up of 4, I-section columns connected to each other by steel I - section beams. Each of the columns in the frame is required to resist an ultimate axial load of PEd 500 kN. Check the suitability of the steel columns to resist this load. What would be a simple way of increasing the capacity of the columns (without changing the cross-section). Ped PEd Ped Pinned connections Fixed connections 3000 5000 Ped Pinned connections Pinned connections Fixed connections Front View Side View Section B-B m

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