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Q2. Figure Q2(a) shows part of a braced steel framed building in simple construction, where all connections between beam-to-column and column-to-base are pinned. Figure 2(b) shows the plan view and the design beam reactions at levels 1 and 2 that are transferred to the column. The column size for storeys 1 and 2 is 203 x 203 x 46 UKC in grade S355. The column buckling length of AB about y-y and z-z axes, Ler is taken as 1.0L. Based on the information given, design column AB. (50marks) Beam 2 Level 2 Bear 2 4m Storey 2 Beam BORN Beam 2 250KN Beam 2 Level 1 Bean2 Reani 2 250KN Beam 1 200KN Am Storey 1 PLAN VIEW and Beam Reactions at Levels 1 and 2 Ground Level Figure 2(a) Figure 2(b)
Q2. Figure Q2(a) shows part of a braced steel framed building in simple construction, where all connections between beam
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Q2. Figure Q2(a) shows part of a braced steel framed building in simple construction, where all connections between beam
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