2. Design a seat connection for a beam end reaction of 90kN. The beam is ISMB 250 connected to the flange of the column section ISHB200 @ 392 N/m using bolted connections. Steel is of grade Fe 410 and bolts of grade 4.6.

2. Design a seat connection for a beam end reaction of 90kN. The beam is ISMB 250 connected to the flange of the column section ISHB200 @ 392 N/m using bolted connections. Steel is of grade Fe 410 and bolts of grade 4.6.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.4.10P

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Question

2. Design a seat connection for a beam end reaction of 90kN.
The beam is ISMB 250 connected to the flange of the
column section ISHB200 @ 392 N/m using bolted
connections. Steel is of grade Fe 410 and bolts of grade 4.6.

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