:-Welded tracks under torsional load: A bracket under steady load P is welded to a beam as shown in the figure. An electrode number E60XX is utilized to weld the plates. The thickness of cach plate is 4 in. The critical point of the weld is identified as the one furthest from the weld group centroid. 30 1/4/ 8 in 5% in 3/16/ For the weld group determine the following: (a) Location (8, 9) of the centroid G. (b) Second polar moment of area J. (c) Location of the critical point and the distance r to the centroid. 6 in 1 in

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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:-Welded tracks under torsional load: A bracket under steady load P is
welded to a beam as shown in the figure. An electrode number E60XX is utilized to weld the
plates. The thickness of each plate is 4 in. The critical point of the weld is identified as the one
furthest from the weld group centroid.
30
1/4V
8 in
5% in
3/16/
For the weld group determine the following:
(a) Location (X, 9) of the centroid G.
(b) Second polar moment of area J.
(c) Location of the critical point and the distance r to the centroid.
For the critical point determine the following:
(d) Magnitude and direction of the primary shear stress t' as a function of P.
(e) Magnitude and direction of the secondary shear stress T" as a function of P.
() Magnitude and direction of the total shear stress t as a function of P.
(g) The magnitude of the external load P for a factor of safety n = 1.75.
u! 9
1 in
Transcribed Image Text::-Welded tracks under torsional load: A bracket under steady load P is welded to a beam as shown in the figure. An electrode number E60XX is utilized to weld the plates. The thickness of each plate is 4 in. The critical point of the weld is identified as the one furthest from the weld group centroid. 30 1/4V 8 in 5% in 3/16/ For the weld group determine the following: (a) Location (X, 9) of the centroid G. (b) Second polar moment of area J. (c) Location of the critical point and the distance r to the centroid. For the critical point determine the following: (d) Magnitude and direction of the primary shear stress t' as a function of P. (e) Magnitude and direction of the secondary shear stress T" as a function of P. () Magnitude and direction of the total shear stress t as a function of P. (g) The magnitude of the external load P for a factor of safety n = 1.75. u! 9 1 in
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