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![. н: Би ma] - z gm om 3m 3m * Vw XheN = 9.81X1 FM =9.8 kPa See page Prensure distribution 1 F3 KW x H = 9.8185=49.05 kPa 49.0](http://img.homeworklib.com/questions/626521b0-a460-11eb-a4e9-95aebf5ba9ce.png?x-oss-process=image/resize,w_560)
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Problem 4 1.00 m 0.80 m 5.00m 11.40m The distance between points A and D is...
engineering mechain Problem-1: (20 points) A cantilever beam is supported by a distributed load, concentrated load...
engineering mechain
Problem-1: (20 points) A cantilever beam is supported by a distributed load, concentrated load and moment as shown in the figure. Use wo= 1 kN/m and L=12 m. Determine the following: a. Write down the equation of shear force and bending moment for the portion of the beam from A to B. b. Draw the shear force diagram for the entire beam c. Draw the bending moment diagram for the entire beam d. What is the shear force...
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engineering mechain
Problem-1: (20 points) A cantilever beam is supported by a distributed load, concentrated load and moment as shown in the figure. Use wo= 1 kN/m and L=12 m. Determine the following: a. Write down the equation of shear force and bending moment for the portion of the beam from A to B. b. Draw the shear force diagram for the entire beam c. Draw the bending moment diagram for the entire beam d. What is the shear force...
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Soil Compressibility and Settlement Analysis Problem I) A shopping center is to be built on a uniform 4-meters high fill (y 20 kN/m') shown below. The proposed building and other facilities can tolerate settlement due to the weight of the fill of no more than 10 cm. Therefore, once the fill is placed, it will be necessary to wait until enough settlement has occurred that the remaining settlement will be less than 10 cm. Only then may the building construction...
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