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Design 5.22. A tie in a truss consists of a single angle ISA 75 X 50 X 8 and is subjected to a factored tensile force of 200 kN. Design the connection of the member to the gusset plate 8 mm thick. Use 5 mm field weld. The welding scheme shall be as shown in Fig. 5.28. == x2 x1 en 70m Fig. 5.28 75 x 50 x 8 Angle P T 75 mm 25.2 11

Design 5.22. A tie in a truss consists of a single angle ISA 75 X 50 X 8 and is subjected to a factored tensile force of 200 kN. Design the connection of the member to the gusset plate 8 mm thick. Use 5 mm field weld. The welding scheme shall be as shown in Fig. 5.28. == x2 x1 en 70m Fig. 5.28 75 x 50 x 8 Angle P T 75 mm 25.2 11

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
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Design 5.22. A tie in a truss consists of a single angle ISA 75 x 50 x 8 and is subjected to a factored tensile force of 200 kN. Design the connection of the member to the gusset plate 8 mm thick. Use 5 mm field weld. The welding scheme shall be as shown in Fig. 5.28. - x2 X1 71. wm 002 Fig. 5.28 75 x 50 x 8 Angle P 25.2 75 mm
Transcribed Image Text:Design 5.22. A tie in a truss consists of a single angle ISA 75 x 50 x 8 and is subjected to a factored tensile force of 200 kN. Design the connection of the member to the gusset plate 8 mm thick. Use 5 mm field weld. The welding scheme shall be as shown in Fig. 5.28. - x2 X1 71. wm 002 Fig. 5.28 75 x 50 x 8 Angle P 25.2 75 mm
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