The beam shown carries a concentrated load P = 12 kN and a uniformly distributed load w, = 225 N/m. The dimensions a, b, and c are 1.0 m, 1.2 m and 1.4 m, respectively. If the beam is a 50 mm x 100 mm x 3 mm hollow tube (b x h x t), determine the maximum bending stress, the maximum vertical shear stress, and the deflection under the load P.
The beam shown carries a concentrated load P = 12 kN and a uniformly distributed load w, = 225 N/m. The dimensions a, b, and c are 1.0 m, 1.2 m and 1.4 m, respectively. If the beam is a 50 mm x 100 mm x 3 mm hollow tube (b x h x t), determine the maximum bending stress, the maximum vertical shear stress, and the deflection under the load P.
Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781305081550
Author:Braja M. Das
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Chapter6: Vertical Stress Increase In Soil
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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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Solve the problems using the prescribed problem formulation and appropriate approach.
![2. The beam shown carries a concentrated load P = 12 kN and a uniformly distributed load w. =
225 N/m. The dimensions a, b, and c are 1.0 m, 1.2 m and 1.4 m, respectively. If the beam is a
50 mm x 100 mm x 3 mm hollow tube (b x h x t), determine the maximum bending stress, the
maximum vertical shear stress, and the deflection under the load P.
Wo](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff9abb1b4-2f6e-4a8e-9833-e798180314d4%2F84fce4b7-d9e8-402d-90ff-10ca5e4d64ce%2F3qaibal_processed.png&w=3840&q=75)
Transcribed Image Text:2. The beam shown carries a concentrated load P = 12 kN and a uniformly distributed load w. =
225 N/m. The dimensions a, b, and c are 1.0 m, 1.2 m and 1.4 m, respectively. If the beam is a
50 mm x 100 mm x 3 mm hollow tube (b x h x t), determine the maximum bending stress, the
maximum vertical shear stress, and the deflection under the load P.
Wo
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