Design an unstiffened seat connection. Use 4.6 grade bolts and steel grade Fe 410.

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written 6.8 years ago by

kumbharsachinvs • 0

modified 2.7 years ago by

sagarkolekar ★ 11k

The beam ISLB 325@ 431N/m has a factored end reaction of 200KN.It is connected to the flange of a column ISLB 300 @ 630 N/m. Design an unstiffened seat connection. Use 4.6 grade bolts and steel grade Fe 410.

design and drawing of steel structures

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