Question: helpc ) Design a bracket connection to transfer an end reaction of 2 2 5 k N due to factored loads as in Figure below.

helpc) Design a bracket connection to transfer an end reaction of 225kN due to factored loads as in
Figure below. The end reaction from the girder acts at an eccentricity of 300mm from the
face of the column flange. Design bolted joint connecting the Tee-flange with the column
flange. Steel is of grade Fe410 and bolts of grade 4.6.
helpc ) Design a bracket connection to transfer

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