3. A beam-to-column connection is shown in figure below. The beam is a wide flange beam section with the following geometry: H = 200 mm, B 200 mm, t = 15 mm and t2 20 mm. The fillet weld is along %3D the inner line of the wide flange section (denoted as shaded area) with a thickness of 10 mm. The strength of the fillet weld is 160 Mpa. An eccentric axial force is applied at the beam section. N= 150 kN and eccentricity e = 60 mm. Check the strength of the weld design. Side View of Front View of Beam-to-Column Connection Beam-to-Column Connection

3. A beam-to-column connection is shown in figure below. The beam is a wide flange beam section with the following geometry: H = 200 mm, B 200 mm, t = 15 mm and t2 20 mm. The fillet weld is along %3D the inner line of the wide flange section (denoted as shaded area) with a thickness of 10 mm. The strength of the fillet weld is 160 Mpa. An eccentric axial force is applied at the beam section. N= 150 kN and eccentricity e = 60 mm. Check the strength of the weld design. Side View of Front View of Beam-to-Column Connection Beam-to-Column Connection

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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3. A beam-to-column connection is shown in figure below. The beam is a wide flange beam section with
the following geometry: H = 200 mm, B = 200 mm, t1 = 15 mm and t2 = 20 mm. The fillet weld is along
the inner line of the wide flange section (denoted as shaded area) with a thickness of 10 mm. The strength
of the fillet weld is 160 Mpa. An eccentric axial force is applied at the beam section. N = 150 kN and
eccentricity e = 60 mm. Check the strength of the weld design.
Front View of
Beam-to-Column Connection
Side View of
Beam-to-Column Connection
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