A beam ISLB 350, 8 m span, carries a total uniformly distributed load of 280 kN. It is supported on the flange of a column ISHB 200 @ 40.0 kg/m. Design an unstiffened 187.5 N/mm2 welded seat connection. Taks Fbr %3D

A beam ISLB 350, 8 m span, carries a total uniformly distributed load of 280 kN. It is supported on the flange of a column ISHB 200 @ 40.0 kg/m. Design an unstiffened 187.5 N/mm2 welded seat connection. Taks Fbr %3D

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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Question

A beam ISLB 350, 8 m span, carries a total uniformly
distributed load of 280 kN. It is supported on the flange
of a column ISHB 200 @ 40.0 kg/m. Design an unstiffened
welded seat connection. Taks Fbr
187.5 N/mm2.

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