Design a bolted bracket connection to support an end reaction of 400 kN
because of the factored loads supported by the beam. The eccentricity of the end
reaction is as shown in Fig. The steel used is of grade Fe 410. Use bolts of grade
4.6. The thickness of bracket plate may be taken as 10 mm. The column section is
ISHB 150 @ 300.19 N/m.
Design procedure for bolted connection https://youtu.be/Vhikm43je_Y
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