Answered: 5. A shear force of V = 300 kN is…

5. A shear force of V = 300 kN is applied to the thin-walled box girder. Determine the resulting shear flow at points A, B and C. 90 mm 200 mm B 200 mm 10 mm 180 mm 90 mm 100 mm 190 mm 10 mm

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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Question

5. A shear force of V = 300 kN is applied to the thin-walled box girder. Determine
the resulting shear flow at points A, B and C.
90 mm
200 mm
B
X
200 mm
10 mm
180 mm
90 mm
100 mm
190 mm
10 mm

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Step 1: Moment of Inertia for the section

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Step 2: Shear flow at A

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Step 3: Shear flow at B

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Step 4 : Shear flow at C

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