Problem 5 (Use Method of Consistent Deformation AND Slope-Deflection Method) PROBLEM: (Reactions at supports) 50 H/M Jom lom jom
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Q: PROBLEM: (Reactions at supports) 50 H/m |om lon lom
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Q: 200KN 200 ku
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Q: (Reactions at supports) 50 H/m jom lom lom
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- Using the assigned wide-flange section in the picture having Fy=260 MPa, determine the value of “Pn” (plastic distributed load) using the concept of collapse mechanism.The section of a concrete gravity dam is shown in the figure. The depth of the upstream side is 6.0 m. Neglect the hydrostatic uplift and use unit weight concrete equal to 24 kN/m3. The coefficient of friction between the base of the dam and foundation is 0.4. Determine the following: (a) factor of safety against sliding (b) factor of safety against overturning (c)the overturning moment acting against the dam in KN-m.Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.
- A 480-kg log is being steadily pulled up the incline by means of the cable attached to the winch on the truck. If the coefficient of kinetic friction is 0.86 between the log and the incline and 0.52 between the cable and rock, determine the tension T which must be developed by the winch. (Answer: T = 8520 N)Referring to the figure, calculate the width of the concrete wall that is necessary to prevent the wall from sliding., will it be also safe againts overturning? The unit weight of the concrete is 23.6 kN/m^3, and the coefficient of friction between the base of the wall and the foundation soil is 0.42. Use 1.5 as the factor of the safety against sliding.A rectangular dam that is 4 meter wide and 10 meter high retains 8 meter high seawater with specific gravity equal to 1.05 . Determine the factor of safety for sliding and overturning per linear meter if the coefficient of friction between the dam and the sea floor is 0.8 and unit weight of concrete is 23.5kN/m^3.
- A simply supported beam has a length of 3 m and carries a distributed load with a mean of5 kN/m and a COV of 0.2. Assuming the load is normally distributed, what are the mean andstandard deviation of the maximum moment in the beam? What is the probability the maximummoment will exceed 7 kN-m?A dam 4 m wide at the top, 10 m at the bottom, and 20 m high has water 15 m deep on its vertical side. What is the factor of safety against sliding? Assume the coefficient of friction of 0.80 and neglect uplift. Use the unit weight of concrete to be 23.50 kN/m3A rectangular dam has a height of 5 m. It retains water that is 4.2 m deep. Calculate the minimum width of the dam that is necessary to prevent the dam from sliding. The specific gravity of the dam is 2.4 and the coefficient of friction between the base of the dam and the foundation is 0.5. Use factor of safety against sliding to be 1.5.
- The coefficient of static friction for both wedge surfaces is 0.32 and that between the 29-kg concrete block and the 22° incline is 0.80. Determine the minimum value of the force P required to begin moving the block up the incline. Neglect the weight of the wedge.A rectangular dam has a height and width of 25 m and 15 m, respectively. The depth of water on one side of the dam is 20 m, and the coefficient of friction between the dam and the foundation is 0.8. Neglect the effect of hydrostatic uplift. Determine the hydrostatic force on one side of the dam considering 1-meter strip. Calculate the factor of safety against sliding if the specific gravity of the dam is 2.31. Evaluate the factor of safety against overturning.a. Determine the largest distributed load value in lb/ft. b. Determine the point of inflection from A.