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- A 20-cm-diameter steel rod is subjected to a tensile load of 1000KN at one end and is fixed at the other end. Calculate the deflection of the rod if it is 150-cm long. (Esteel 200 GPa) PL d = AE where d= end deflection of the bar in meter (m) P= applied load in newton (N) %3D L = length of the bar in meter (m) %3D A = cross-sectional area of the bar in m E = modulus of elasticity of the material (N/m) O 0.73 mm 0.1.51 mm 0.02 mm 0.24 mmAs shown in the figure, a 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 = 200KN was applied. Find the vertical movement of W. Given: Reqd: Bronze A = 900 sq.mm E =120 GPa 1.5m B L = 1.2m 3.0 m Vertical movement of W W Steel A = 500 sq.mm E = 200 GPa L= 4m -final position 2m... W = 200 KN Meeting in CE397 R2As shown in the figure, a 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 = 200KN was applied. Find the vertical movement of W. Given: Reqd: 1.5m B Bronze A = 900 sq.mm E =120 GPa L = 1.2m 3.0 m Vertical movement of W 1sw W 2m с Steel A = 500 sq.mm E = 200 GPa L= W = 200 KN 4 m final position
- Three bars pinned together at B and C and supported by hinges at A and D as shown in Figure 1, form a four-link mechanism. Determine the value of P that will prevent motion. * 300 lo FIGURE 1 387.964 lb O 388.496 Ib 389.649 lb 386.694 lb None of the aboveThe force of F = 55 lb acts along the edge DB of the tetrahedron shown in (Figure 1). Figure 8 ft 10 ft 6 ft 4 ft 15 ft F 1 of 1 B Part A Determine the magnitude of the moment of this force about the edge CA. Express your answer in pound-feet to three significant figures. MAC = Submit Provide Feedback VAΣo↓ vec Request Answer lb. ft4. A steel wire 2 m long and 3 mm in diameter is extended by 0.75 mm when a weight W is suspended from the wire. If the same weight is suspended from a brass wire, 2.5 m long and 2 mm in diameter, it is elongated by 4.64 mm. Determine the modulus of elasticity of brass if that of steel be 2.0 x 10° Nhmm².
- A flat bar of rectangular cross section, length L = 6ft, and constant thickness t = 0.75in, is subjected to tension by forces P = 20K at the ends. The width of the bar varies linearly from b1 = 4.0in at the smaller end to b2 = 6.0in to the larger end. Calculate the total elongation. E=25000ksi. See figure 08. * Figure 08A steel rod (E = 200 GPa) is subjected to the load shown, where P = 2500 kN A gap a = 2.00 mm exists before the load is applied. The elongated rod contacts the top surface at C'. Assume the mass of the rod is negligible. The values for the figure below are d = 0.750 m, e = 0.400 m, j = 59.0 mm , and g = 44.0 mm. L. What is the Fc, Fa and ò cla ?Determine the displacement of point A on the free end of the cantilever beam. Neglect the overlap between material 2 and material 3. 2 in- 12 in 6 in 11 ft. 10 in 4 in P = 1000 lbs A PL 3EI Material 1- E₁20,000 ksi Material 2- E₂ = 5,000 ksi Material 3- E₂ 10,000 ksi
- 800 lb Compute the resultant using cosine law and the angle of the R measure CW from the x – axis. 60° 35° 500 lbLocate the centroid y of the cross section. Express your answer to three significant figures and include the appropriate units. y = Submit Part B μA Ir = Value Request Answer Determine the moment of inertia of the section about the z' axis. Express your answer to three significant figures and include the appropriate units. μA Units Value BEL Units 378 ?Determine the stress in each section of the bar shown in the Figure when subjected to an axial tensile load of 25 kN. The central section is 30 mm square cross-section; the other portions are of circular section; their diameters being indicated. What will be the total elongation of the bar? For the bar material E=210N/mm². 250mm 100mm, 400mm 25 KN 2 O 25 KN 30mm 20mm 15mm