rmly distributed l a point load of 3 cantilever.
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- Figure 6 shows a beam of length 8 m, simply supported at each end, and loadedwith a point load of 60 kN and a uniformly distributed load of 30 kN/m over 6m of thebeam.A vertical load of W is supported by the tripod shown in the figure.As shown in Fig., a 10ft rigid beam with negligible weight is pinned at one end and attached to two vertical rods. The beam was initially horizontal before the load W = 63 kips was applied. Find the vertical movement of W.
- 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 inDetermine the load in member BC of figure below.For the Problem-1, determine the critical load if column ends are fixed instead ofpinned
- For the Problem-1, determine the critical load if its length is 700 mmPlease show complete solution with formula and free body diagramA rectangular steel block is 4 inches long in the x direction, 3 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 48 kips tension in the x direction, 60 kips compression in the y direction, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 × 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.A load of F = 14 kN is applied to a circular chain link shaped on the right. em = 600 N / mm2What is the diameter of the chain link in order to carry the given load safely?
- In the figure shown, the cutaway view shows a solid aluminum alloy of L= 600mm, A= 707mm^2 and E= 70GPa rod within a closed-end bronze of L= 610mm, A= 1206mm^2 and E= 100GPa tube. Before the load P is applied, there is a clearance of 2mm between the rod flange at B and the tube closure at A. After load P is applied, the solid aluminum alloy rod stretches enough so that flange B contacts the closed end of the tube at A. If the load applied to the lower end of the aluminum rod is P= 345KN, calculate:A. The normal stress in bronze tube, in MPa.B. The elongation of bronze tube, in mm.A mild steel tie-rod has to carry an axial load of 60KN. The maximum permissible stress is 200N/mm2. Calculate a suitable diameter for the rod.simple turnbuckle arrangement is constructed from a 40 mm outside diameter tube threaded internally at each end to take two rods of 25 mm outside diameter with threaded ends. What will be the nominal stresses set up in the tube and the rods, ignoring thread depth, when the turnbuckle carries an axial load of 30 kN? Assuming a sufficient strength of thread, what maximum load can be transmitted by the turnbuckle if the maximum stress 1s limited to 180 MN/m*?