c) Design a bracket connection to transfer an end reaction of 225 kN due to factored...

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c) Design a bracket connection to transfer an end reaction of 225 kN due to factored loads as in Figure below. The end reaction from the girder acts at an eccentricity of 300 mm from the face of the column flange. Design bolted joint connecting the Tee-flange with the column flange. Steel is of grade Fe 410 and bolts of grade 4.6. A 225 KN 300 mm A Tee bracket d) What is Gantry Girder and what are the forces that are acting on it?.. e) Where are the gantry girders used? c) Design a bracket connection to transfer an end reaction of 225 kN due to factored loads as in Figure below. The end reaction from the girder acts at an eccentricity of 300 mm from the face of the column flange. Design bolted joint connecting the Tee-flange with the column flange. Steel is of grade Fe 410 and bolts of grade 4.6. A 225 KN 300 mm A Tee bracket d) What is Gantry Girder and what are the forces that are acting on it?.. e) Where are the gantry girders used?

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