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- For item #3. What is the moment due to the reaction force at point A? 24.0 KN-m 36.0 KN-m 30.0 KN-m 40.0 KN-m 2. What is the Area at A1? 36.0 KN-m² 54.0 KN-m² 45.0 KN-m² 60.0 KN-m² 3. What is the Area at A2? 24.0 KN-m² 36.0 KN-m² 30.0 KN-m² 60.0 KN-m²Determine the reactions of the given statically indeterminate beam. L = 8 meters P = 10 kN (located @ midspan) w = 5 kN/m E = 200 GPa A = H250 x B150 mm beamDetermine the reaction at the smooth wall. The top of the 15-kg ladder is leaning against a very smooth vertical wall. Assume that the mass center of the painter is directly above his feet and that the coefficient of friction between the horizontal ground and the ladder is 0.25.
- Situation 1: A beam whose moment of inertia is 0.0036 m4 at portion CB and E = 220 GPa is subjected to a load of intensity q = 20 kN/m and L = 6 meters. 1. If support B is removed, Calculate the deflection at point B. 2. If support B is present, Calculate the value of reaction at support B. 3. Calculate the deflection at point C if support B is present.The bar system given in the figure above, (between AB: 1m / BC between: 3m / CD: 2m) a) Show the support reactions and load occurring on the rod. b) Do you calculate support reactions? c) Calculate the Normal Force, Shear Force and Moment values by cutting from the points you have determined. d) Draw cross-section impact diagrams? Do you specify the maximum positive and negative moment values? e) Check the cross-sectional influence diagrams with a simple method, briefly explain the control steps.A 3-cm-diameter horizontal pipe attached to a surface makes a 90° turn to a vertical upward direction before the water is discharged at a velocity of 6 m/s. The horizontal section is 5 m long and the vertical section is 4 m long. Neglecting the mass of the pipe and considering the weight of the water contained in the pipe, the bending moment acting on the base of the pipe on the wall is (a) 11.9 N·m (b) 46.7 N·m (c) 127 N·m (d) 104 N·m (e) 74.8 N·m
- In the beam depicted above, ?A is a fixed support. The magnitude of ?=365?/?W=365N/m, ?=60?P=60N and all lengths denoted by ?=1.5?a=1.5m. The system is in equilibrium. Using the given sign convention, answer the following questions. a) Calculate the vertical component of the external reaction at ?A in ???????Newtons. b) Calculate the horizontal component of the external reaction at ?A in ???????Newtons. c) Calculate the moment component of the external reaction at ?A in ??????Newton ??????metres. d) Calculate the shear force at point ?B in ???????Newtons. e) Calculate the bending moment at ?B in ??????Newton ??????metres. f) Calculate the shear force at point ?D in ???????Newtons. g) Calculate the bending moment (absolute value) at ?D in ??????Newton ??????metres. h) Calculate the shear force at point ?E in ???????Newtons. i) Calculate the bending moment at ?E in ??????Newton ??????metres. j) Calculate the shear force at point ?H in…GIVEN: SUPPORT REACTION AT A = 15KN SUPPORT REACTION AT B = 45KN SUPPORT REACTION AT C = 20KN 1.What is the moment due to the reaction force at point A? 2. A. What is the moment due to the adjusted line load and what is the moment due to line load that cancels out the additional load from the adjusted line load? 3. What is the Area at A1, A2 and A3?A vessel is filled with oil (ρoil = 900 kg/m3) up to 1 m of its height. It is 3m wide, 2m high and 10 m long. Find the following :A. The maximum horizontal acceleration that can be charged to the vessel without spilling anyoil. B. If this vessel is closed and is completely filled with oil and accelerated horizontally at a rate of 3 m /s2 . B.1. The total force acting at the rear wall and at the front wall of the vessel. B.2. The accelerating force on the fluid mass.
- A two-dimensional diverging duct is being designed to diffuse the high-speed air exiting a wind tunnel. The x-axis is the centerline of the duct (it is symmetric about the x-axis), and the top and bottom walls are to be curved in such a way that the axial wind speed u decreases approximately linearly from u1 = 300 m/s at section 1 to u2 = 100 m/s at section 2 . Meanwhile, the air density ? is to increase approximately linearly from ?1 = 0.85 kg/m3 at section 1 to ?2 = 1.2 kg/m3 at section 2. The diverging duct is 2.0 m long and is 1.60 m high at section 1 (only the upper half is sketched in Fig. P9–36; the halfheight at section 1 is 0.80 m). (a) Predict the y-component of velocity, ?(x, y), in the duct. (b) Plot the approximate shape of the duct, ignoring friction on the walls. (c) What should be the half-height of the duct at section 2?Figure Q2 shows a reinforced concrete platform with a cantilever slab and wall at the edge of slab. The brick wall is seated on the edge of cantilever slab is 3.2 m high. Given: All slab thickness = 150 mm All beams = 250 mm × 600 mm Concrete unit weight = 25 kN/m3Weight of brickwall = 2.6 kN/m2Finishes = 1.5 kN/m2Variable action = 5 kN/m2 Determine the characteristic permanent action (gk in kN/m) and variable action (qk in kN/m) acting on Beam B/1-2.The masses of the frictionless cylinders A and B in FIG JWU are 2.0 kg and 1.0 kg, respectively. The smallest value of the force P that will lift cylinder A off the horizontal surface is 55.5 N. 24. Calculate the radius R of the cylinder B.a. 12.5 mm b. 15 mm c. 10 mm d. 16 mm 25. Determine the reaction of the wall at cylinder A.a. 58.87 N b. 29.43 N c. 55.5 N d. 9.81 N