*7-52. A shear force of V 18 kN is applied to the symmetric box girder. Determine the shear flow at A and B. 7-53. A shear force of V = 18 kN is applied to the box girder. Determine the shear flow at C. 10 mm 30 mm 10 mm 100 mm B 100 mm 150 mm 10 mm 30 mm 10 mm 150 mm 10 mm 125 mm 10 mm

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