Material Strengths: Fy= 248 MPa, Fu= 400 MPa Method: Use ASD. A single angle L203X152X19 is welded (longitudinal and transverse welds) on one leg (shorter leg) to a gusset plate; thus, there are no holes. The length of the longitudinal welds is 150 mm. Which of the following most nearly gives the allowable tensile load (N) based on fracture on net area? CHOICES: 474 549 719 478 1424 1439 1099 957 719 949 712 732 366 1439
Material Strengths: Fy= 248 MPa, Fu= 400 MPa Method: Use ASD. A single angle L203X152X19 is welded (longitudinal and transverse welds) on one leg (shorter leg) to a gusset plate; thus, there are no holes. The length of the longitudinal welds is 150 mm. Which of the following most nearly gives the allowable tensile load (N) based on fracture on net area? CHOICES: 474 549 719 478 1424 1439 1099 957 719 949 712 732 366 1439
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Material Strengths: Fy= 248 MPa, Fu= 400 MPa
Method: Use ASD.
A single angle L203X152X19 is welded (longitudinal and transverse welds) on one leg (shorter leg) to a gusset plate; thus, there are no holes. The length of the longitudinal welds is 150 mm.
Which of the following most nearly gives the allowable tensile load (N) based on fracture on net area?
CHOICES:
474
549
719
478
1424
1439
1099
957
719
949
712
732
366
1439
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