The uniform beam is supported by two rods AB and CD that have cross-sectional areas 10 mm² and 15 mm², respectively. Determine the GAB and GCD.
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- The rod has a circular cross section. If it is made of an elastic perfectly plastic material, determine the shape factor for the rod.The load is supported by the four 304 stainless steel wires that are connected to the rigid members AB and DC. Determine the vertical displacement of the 500-lb load if the members were originally horizontal when the load was applied. Each wire has a cross-sectional area of 0.025 in2.The wires each have a diameter of 1 2 in., length of 2 ft, and are made from 304 stainless steel. If P = 6 kip, determine the angle of tilt of the rigid beam AB.
- The rigid link is supported by a pin at A and two A-36 steel wires, each having an unstretched length of 12 in. and cross-sectional area of 0.0125 in2. Determine the force developed in the wires when the link supports the vertical load of 350 lb.Horizontal plates are connected to the bar AB whose length varies linearly from zero to HA, as shown. The total weight of the set of plates is W. Determine: The maximum shear stress in member AB and the torsional rotation at point B. The diameter of member AB is equal to d and its shear modulus is G.If the block is subjected to the centrally applied force of 600 kN. Determine the cross-sectional area where the load is applied.
- The shaft supports the two pulley loads shown. Determine the slope of the shaft at A and B. The bearings exert only vertical reactions on the shaft. EI is constant.The metal stud punch is subjected to a force of 120 N on the handle. determine the magnitude of the reactive force at the pin A and in the short link BC. Also, determine the resultant internal loadings acting on the cross section at point D.A RIGID BAR "AB" ATTACHED TO TWO VERTICAL RODS IS HORIZONTAL BEFORE LOAD P IS APPLIED. DETERMINE THE VERTICAL MOVEMENT OF POINT CIF THE MAGNITUDE OF P IS 60 KN.
- The assembly consists of two posts AB and CD each made from material 1 having a modulus of elasticity of E1 and a cross-sectional area A1, and a central post EF made from material 2 having a modulus of elasticity E2 and across-sectional area A2. If posts AB and CD are to be replaced by those having a material 2, determine the required cross-sectional area of these new posts so that both assemblies deform the same amount when loaded.The force P is applied to the bar, which is made from an elastic perfectly plastic material. Construct a graph to show how the force in each section AB and BC (vertical axis) varies as P (horizontal axis) is increased. The bar has cross-sectional areas of 1 in2 in region AB and 4 in2 in region BC. Take sY = 30 ksi.The collar C is fixed to rod AB using a glued bond that allows a maximum force of 405 N parallel to the axis of the rod. The collar has weight W acting in the negative z direction. Determine the weight W in N of the collar that will cause the glued bond to break as shown in figure.