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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
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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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.
Transcribed Image Text: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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