1. Design the fillet weld connection between the double equilateral angle steel and gusset plate shown in the figure. The steel is Q235B while the welding rod is E43, then the design value of weld strength f" is 160 N/mm², and the size of fillet weld hf is chosen as 8mm. If the axial force N = 1000KN, please calculate the effective lengths of the side fillet welds on both sides of angle steel under the condition of (1) two side welding is used, and (2) three side welding is used, respectively. N 2L125X10

Structural Analysis
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Chapter2: Loads On Structures
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1. Design the fillet weld connection between the double equilateral angle steel and
gusset plate shown in the figure. The steel is Q235B while the welding rod is E43,
then the design value of weld strength f, is 160 N/mm², and the size of fillet weld hf
is chosen as 8mm. If the axial force N = 1000KN, please calculate the effective lengths
of the side fillet welds on both sides of angle steel under the condition of (1) two side
welding is used, and (2) three side welding is used, respectively.
t=12
N
2L125X10
Transcribed Image Text:1. Design the fillet weld connection between the double equilateral angle steel and gusset plate shown in the figure. The steel is Q235B while the welding rod is E43, then the design value of weld strength f, is 160 N/mm², and the size of fillet weld hf is chosen as 8mm. If the axial force N = 1000KN, please calculate the effective lengths of the side fillet welds on both sides of angle steel under the condition of (1) two side welding is used, and (2) three side welding is used, respectively. t=12 N 2L125X10
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