supports a 10-kN load. Determine the internal resisting forces and moment The hook shown in Fig. transmitted by Section bb. 30 b b kR= 100 mm 10 kN
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- The ABD bracket is supported by a pin at A and the cable DE. Determine the internal forces immediately to the left of the load.Template: (On CD) F= 270 N; M=43.2 N.m; V = 90 NA cantilever of 5 m length carries a uniformly distributed load of 4 kN/m over a length of 3 m from the fixed end, and a point load of 4 KN at the free end. draw S.F and B.M. diagrams of the cantileverThe three-bar truss in Fig. a is subjected to a horizontal force of 5 kip. If the cross-sectional area of each member is 0.20 in2, determine the horizontal displacement at point B. E = 29(103) ksi.
- determine the factor of safety ‘n’ at point BCASTIGLIANO’s THEOREM.For the rigid frame shown, determine the horizontal displacement of joint E. EI is constant.The lever AB shown in the figure is attached to the horizontal axis BC that passes through the bearing and is welded onto the fixed bearing at C. The constant of torsion of the spring of the axis BC is K; that is, a couple of magnitude K is required to rotate r radián to end B of the shaft. If the shaft is known not to be twisted when the lever AB is horizontal, determine the value of θ corresponding to the position of equilibrium if P = 150N, l= 325 mm and K = 13,5 Nm/rad. Solve by potential energy methodology and determine the stability of the equilibrium position.
- The bar AC is supported by a joint at A and a pin B that is free to slide in the same direction (alpha) of the bar. A bar is connected at C and a force is applied in the theta direction. Consider that L1 = 2.7 m, L2 = 1.7 m, alpha = 13 °, theta = 25 °, and P = 68 kN. Determine the magnitude of the force (kN) on pin B.Static Problem. Indications:The system shown is composed of an ABG bar, supported by a pin at point A and by a collarsmooth at point B (the collar slides on the bar ABG). The collar is pinned to the BDE bar, and theRod BDE is supported by a pin at D and a cable at end E.Based on the above, determine:a) The load P, such that the cable force EF is T.b) The internal loads in a section passing through point G (normal and shear force, and momentflexing).c) Draw bar BDE horizontally and generate the shear force and moment diagramsflexing Indicate the maximum values of shear force and bending moment and their location.?= 22 lb ? = 7 in ? = 6 inA flange coupling having 180 mm bolt circle and 19 mm thick uses 12 bolts, 16 mm diameter to connect two shafts. It is used to transmit 80 Hp at 180 rpm. Determine the factor of safety in bearing if yield point in compression is 65 ksi.
- Before the load is placed on the rigid plate, the top of the central spring is 20 mm lower than the outer springs. Each outer spring is made of 24 turns of 15-mm diameter wire on a mean radius of 60 mm. The central spring consists of 16 turns of 20 mm dimeter wire on a mean radius of 80 mm. If a load P = 5 kN is now placed on the rigid plate. Disregarding the weight of the plate, use G = 83 GPa and use Light spring formula. Determine the maximum shearing stress of the in uter spring. In MPaA.The bar of negligible weight is supported by two springs, each having a stiffness k = 98 N/m. If the springs are originally unstretched, and the force is vertical as shown, determine the angle the bar makes with the horizontal, when the 31-N force is applied to the bar. B.Determine the stiffness k of each spring so that the 32-N force causes the bar to tip = 13.6° when the force is applied. Originally the bar is horizontal and the springs are unstretched. Neglect the weight of the bar.How much work is done by the force in the spring when the slender rod rotates clockwise about the fixed pin support at O from the vertical position (where AB is horizontal) to the horizontal position? The spring has a stiffness of k = 125 N/m and an unstretched length of 0.15 m. Take d1= 0.29 m and d2= 0.85 m. Choose the correct answer. a) 94.9 Joule b) 99.9 Joule c) -99.9 Joule d) 0 Joule e) -94.9 Joule