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 Fhr 187.5 N/mm2.
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 Fhr 187.5 N/mm2.
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 10.7.4P: A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are...
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![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.
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F17924f38-0559-49ec-8a8d-c3ae9050874e%2Fbf4d27a5-9903-4bf9-b28e-1b8819bf6491%2F1l6bs3d_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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.
%3D
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