EXAMPLE 5.4. A circular bar rigidly fixed at its both ends uniformly tapers from 75 mm at one end to 50 mm at the other end. If its temperature is raised through 26 K, what will be the maximum stress developed in the bar. Take E as 200 GPa and a as 12 x 10 /K for the bar material.
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- The tank shown in the figure is fabricated from a 10 mm steel plate. Determine the longitudinal and tangential stress developed by an internal pressure of 1.2 MpaA closed cylindrical tank containing a pressurized fluid has an outside diameter of 448 mm and a wall thickness of 11 mm. The tank is pressurized to 2.53 MPa. Determine the hoop stress in the wall of the tank. Round off the final answer to five decimal places.The rigid, horizontal slab is attached to two identical copper rods. There is a gap ∆ = 0.18 mm between the middle bar, which is made of aluminum, and the slab. Neglecting the mass of the slab, calculate the stress in each rod when the temperature in the assembly is increased by 60 oC. Use the following data:
- A closed cylindrical tank, placed horizontally, 400 mm in internal diameter and 2.2 mm thick is subjected to an axial compressive force (along its longitudinal axis) and uniform internal pressure. The stresses acting on an element of side is shown in the figure.a. What is the magnitude of the internal pressure in MPa?b. What is the applied axial force in kN? (detailed solution please)A closed cylindrical tank, placed horizontally, 410 mm in internal diameter and 2.0 mm thick is subjected to an axial compressive force (along its longitudinal axis) and uniform internal pressure. The stresses acting on an element of side is shown in the figure.a. What is the magnitude of the internal pressure in MPa? b. What is the applied axial force in kN?A closed cylindrical tank, placed horizontally, 400 mm in internal diameter and 2.2 mm thick is subjected to an axial compressive force (along its longitudinal axis) and uniform internal pressure. The stresses acting on an element of side is shown in the figure. a. What is the magnitude of the internal pressure in MPa?b. What is the applied axial force in kN?c. What is the maximum shear stress in MPa?
- The rigid horizontal slab is attached to two identical copper rods. There is a gap Δ = 6.18 mm between themiddle bar, which is made of aluminum, and the slab. Neglecting the mass of the slab, calculate the stress in each rod when the temperature in the assembly is increased by 81°C. Use the following data:A cube of side 50 mm is subjected to a pressure of 80 MPa in a pressure chamber. Determine the change in the length of cube if it has a modulus of elasticity of 200 GPa and Poisson's ratio of 0.3.Show the derivation of the girth and longitudinal stresses of the thin-walled cylindrical container shown below. Say ? is the internal pressure, ? is the inside diameter of the container, and ? is wall thickness. See figure 103. Show complete solution.
- A hollow circular column of internal diameter 20 mm and external diameter 40 mm has a total length of 5m. One end of the column is fixed, and the other end is hinged. Find out the crippling stress of the column if E = 2 × 10^5 N/mm2. Also, find out the shortest length of this column for which Euler’s formula is valid taking the yield stress equal to 250 N/mm2.Assume σx=109 MPa, σy=140 MPa, and τxy=58 MPa for the given figure below. Determine the minimum normal (principal) stress (in MPa). Express final answer in 5 significant figures.Compute the stress distribution of the beam shown in the figure at mid-section. Cross-sectional dimensions of the beam is 14in X 40in. If the tensile capacity is 1ksi, comment on stability of the beam.