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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Question
![2 pt
Shading Border
Borders Border
Styles
Pen Color -
影正
Painter
Table Styles
Borders
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
Activate Wind
Go to Settings to ac
35°C
CPUEE
F5
F6
F7
F8
F9
F10
F12
PrtScn
Insert
*
8.
9
+ ||
团
* 00
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Transcribed Image Text:2 pt
Shading Border
Borders Border
Styles
Pen Color -
影正
Painter
Table Styles
Borders
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
Activate Wind
Go to Settings to ac
35°C
CPUEE
F5
F6
F7
F8
F9
F10
F12
PrtScn
Insert
*
8.
9
+ ||
团
* 00
< CO
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