Computer · Design of Steel Structures
For the end panel of a plate girder designed without considering tension field action, the aspect ratio (d/c) should typically lie within the range of:
- 10.85 to 1.2
- 20.6 to 1.0✓
- 30.5 to 0.67
- 40.67 to 0.85
Correct answer
0.6 to 1.0
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