as is subjected to a static eccentric force of F=25 kN in the plane of the welds. The allowable shear stress for the weld is 37.5 dia. 75 Tal = 90 MPa, determine the leg size h of the welds if two parallel horizontal fillet welds are used. 1018 HR 1018 HR Knowing: l4 = 350mm; l2 = 200mm For two parallel fillet welds: d(3b²+d²). 'F Fig. 1 Ju 0.707hJu, where dis the weld length of the weld, b is the distance between two welds. %3D %3|

as is subjected to a static eccentric force of F=25 kN in the plane of the welds. The allowable shear stress for the weld is 37.5 dia. 75 Tal = 90 MPa, determine the leg size h of the welds if two parallel horizontal fillet welds are used. 1018 HR 1018 HR Knowing: l4 = 350mm; l2 = 200mm For two parallel fillet welds: d(3b²+d²). 'F Fig. 1 Ju 0.707hJu, where dis the weld length of the weld, b is the distance between two welds. %3D %3|

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

A welded connection, as shown in Fig. 1,
is subjected to a static eccentric force of
F=25 kN in the plane of the welds. The
allowable shear stress for the weld is
37.5 dia.
75 dia.
Tal = 90 MPa, determine the leg size h of
the welds if two parallel horizontal fillet
welds are used.
1018 HR
|1018 HR
Knowing: l1
For two parallel fillet welds:
d(3b²+d²).
= 350mm; l2
= 200mm
F
Fig. 1
Ju =
%3D
J = 0.707hJµ,
where d is the weld length of the weld, b
is the distance between two welds.

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