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Shear of Thin-Walled Beams (closed section) 3. A box girder has the singly symmetrical trapezoidal cross section shown below. It supports a vertical shear load of 1000 kN applied through its shear center and in a direction perpendicular to its parallel sides. Calculate the shear flow distribution and the maximum shear stress in the section. The thickness t of the upper flange is 8 mm, lower flange is 12 mm and the two inclined sides is 10 mm. 1000 kN 8 mm 10 mm 0mm 120 12mm 120° 1 m SAA 2m
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Wat ts Coss-secigral ao 110 = cis DB 2- 3

SG AC SAS I. e

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