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Y=13
A=8
B=2
C=7
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- Determine the x, y, z components of internal loading at a section passing through point B in the pipe assembly. Neglect the weight of the pipe. TakeF1 = {100i - 200j - 300k} N and F2 = {100i + 500j}N.Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly connected between steel and bronze segments. What is the stress in each material given that P = 15 kN? Specify whether tension or compression. Bronze Aluminum Steel A=400 mm? A=600 mm? A= 300 mm? 2P 3P 4P P -3 m + 5 m -4mGI, GE, and GD of the cage system for the loading condition given in Figure 2 Calculate the rod forces. tensile or tensile rod forces Specify the pressure. P1(kN)=20 P2(kN)=45 L3(m)=7
- A beam is supported by a column 3 m tall with dimensions a x 1.5a as shown above. The column is fixed at the base and pinned to the beam. Assume a Young’s modulus of ? = 25 GPa and yield strength of ?? = 20 MPa for the column.a) Draw the SFD and BMD for the beam and determine the axial load acting on the column.b) What is the minimum value of “a” that would not result in buckling of the column?c) If the column was instead fixed to the beam, how would this change the minimum value of “a”?Determine support reaction. P=800 lb , a=5 ft b=9 ftMr. Pine lives on the 13th floor of the Xcel building in Denver. He has decided to extend his existing d1 ft deck (d1 = 3 ft) and add a swimming pool. To get approval for his pool, Mr. Pine must provide information to the building manager. He has hired you to provide: (1) the resultant of the distributed load f(x) lb (2) where the resultant acts relative to point A (3) the reactions at point A due to the addition (distributed load) Given: d2 = 33 ft and f(?) = 215x2 + 3749 lb with x measured from point A
- NEED IN 1HOUR PLS THANKS From the figure shown, compute for the: a. Reactions at A and C b. Forces in member BH and state if the force is in compression or tension c. Forces in member BF and state if the force is in compression or tension d. Forces in member IG and state if the force is in compression or tensionThe lever must exert a force of P = 2200 lbs at B as shown. The lever lengths are a = 8 in. and b = 41 in. The allowable bending stress for the lever is 12100 psi. If the lever height h is to be 3.0 times the lever thickness t (i.e., h/t = 3.0), what is the minimum thickness t that can be used for the lever? Use equilibrium to calculate the magnitude of load Q.A beam is supported by a pin connection at B and a roller support at D. An upwards force F1=F1=1.8 kNkN acts at the left end of the beam (point A). A rightwards force F2=F2=25 kNkN acts at the right end of the beam (point E). A uniformly distributed load w1=w1=2.6 kN/mkN/m pushes down on the beam between points C and E. The separation between A and B is L1=L1=0.6 mm , and the separation between C and D is L2=L2=1.4 mm . a)Determine the vertical component of the reaction force at point D. Assume upwards forces are positive. b)Determine the vertical component of the reaction force at point B. Assume upwards forces are positive. c)Calculate the normal force between points A and B. d)Calculate the normal force between points C and D. e)What is the value of the shear force immediately to the left of point B? f)What is the value of the shear force immediately to the right of point B? g)What is the value of the shear force immediately to the left of point D? h)What is the value of the shear…
- A simply supported 4-m long beam is made up of 80% grade Kato. The beam is carrying a uniform load of 12 KN/m all through out its length and a concentrated load of 800 N 1 meter from the left support. The cross-sectional area of the beam is indicated below. a. What is the moment of inertia (in mm4) of the cross-section of the beam? b. What is the value of Q (in mm3)? c. What is the actual bending stress of the beam in MPa? d. What is the actual shearing stress of the beam in MPa?13 - Support reactions will be found in the gerber beam whose loading condition is given in the figure. A is the fixed support, the G point is the intermediate joint, and the B support is the sliding joint. Distributed loads on the beam q1= 9 kN ⁄ m, q2= 6 kN ⁄ m, beam dimensions a = 3 m, b = 2 m. Accordingly, Bx = ?a) 45B) 6C) None.D) 0E) 19.51. A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The compression of the rod is 1.35 mm, and its diameter becomes 30.015 mm. Determine the modulus of elasticity (MPa) of the material. Assume the material does not yield.2. A truck is moving along 20 m. Span of beam. The front axle load is 8 kN, the middle load is spaced at 3 m from the front and 6 m from the rear. Determine the max. Moment produced by the load.3. A helical spring is made by wrapping steel wire 20 mm in diameter around a forming cylinder 150 mm in diameter. Compute number of turns required to permit an elongation of 132 mm without exceeding a shearing stress of 184.8 MPa. Use G = 83 GPa.