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Design an unstiffened seat connection. Use 4.6 grade bolts and steel grade Fe 410.
written 6.2 years ago by
kumbharsachinvs
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modified 2.1 years ago
by
sagarkolekar
★ 11k
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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.
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