An idealised box beam is shown. Thickness of all panels is 1 mm.
Assuming thin panels with negligible effects on the second moment
of areas, calculate shear flow distribution in all panels
Problem 10. An idealised box beam is shown. Thickness of all panels is 1 mm. Assuming thin panels with negligible effects on the second moment of areas, calculate shear flow distribution in all panels. 100 mm² 75 mm² 100 mm 200 mm 1 kN 80 mm² 500 mm 60 mm²
An idealised box beam is shown. Thickness of all panels is 1 mm. Assuming thin panels with negligible effects on the sec
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