*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
*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
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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Transcribed Image Text:*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
to
B
100 mm
150 mm
10 mm;
10 mm:
150 mm
10 mm 125 mm
10 mm
Probs. 7-52/53
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