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Design bolted bracket connection to support an end reaction of 240 KN due to factored load, the column section is ISHB [email protected]/m ,
written 6.3 years ago by gravatar for balakonde21 balakonde21 • 70 modified 2.3 years ago by gravatar for sagarkolekar sagarkolekar ★ 11k

and load acts at an eccentricity of 225 mm from web of column, thickness of bracket plate may be taken as 12 mm and bolt diameter-20mm
design and drawing of steel structures
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