An AISI steel has a yield strength, Sy = 300 Mpa. Plot the failure locus and...
An AISI steel has a yield strength, Sy = 300 Mpa. Plot the failure locus and the load line in the attached diagram. Given that - OA Ox = 210 MPa, Oy = 160 MPa, and Txy -45 MPa Distortion Energy (Von Mise) S Hint: Maximum Shear Stress Oxt Oy OB ОА, Ов + + tzy Failure Theory Diagram 1.jpg Instructions: Download the image (Failure Theory Diagram 1.jpg), complete the d
Question 9 An AISI steel has a yield strength, Sy = 300 Mpa. Plot the failure locus and the load line in the attached diagram. Given that Cx -210 MPa, Ox - 160 MPa, and Txy =-45 MPa Hint: Ox toy 2 04.0 Failure Theory Diagram LIR Instructions: Download the image (Failure Theory Diagram 1.jpg), complete the diagram, and upload the image. Attach File Browse My Computer Moving to another question will save this response. DO До. Distortion Energy (Von...
(2) Maraging steel (300 grade) has a yield strength of 2100 MPa and a plane-strain fracture toughness of 66 MPa-m1. This material is to be used for a landing gear and the maximum design stress is 70% of yield strength. If flaws must be 1.0 mm long to be detectable, is this a reasonable operating stress? Assume edge cracks and Y-1.12
Question 1 A flat leaf spring made from AISI 1020 cold drawn steel has fluctuating stresses between the maximum stress, Smar of 360 MPa and minimum stress, Smn of 160 MPa; applied for a duration of 8 (10) cycles. The AISI 1020 CD material has a fully corrected endurance strength of Sa 5 175 MPa, yield strength, S, of 390 MPa and ultimate strength, S of 470 MPa. Assume that the fatigue strength fraction, f of 0.9 Using Miner's method,...
1. A ductile hot rolled steel bar has minimum yield strength of 360 MPa. Using the distortion-energy and maximum-shear-stress theories, determine the factors of safety for the following plane stress states: (20 points) (a) Ox = 200 MPa, y = 120 MPa (b) x = 180 MPa, Txy = 150 MPa (c) Txy = 100 MPa
2) (a) A steel machine part is statically loaded to 70 MPa and has a yield strength of 320 MPa. Find the factor of safety being used in this situation. (b) Due to buckling the failure load of a steel column in a building is estimated to be 10 kN. With a design factor of 5, calculate the allowable load for the steel column.
a steel cirulas cross- section rod of 1.00 inch diameter with yield strength of sy= 30 kpsi is subjected to torsional load of 500 ft-lb. use a graphed method to determine: a) dose it fail or not? b)plot the load line , and what is either the margin of safety or failare. use conservatine approach. A steel cslar ress-sedian rod of 1.00 e delermine
step by step please. A ductile hot rolled steel bar has minimum yield strength of 360 MPa. Using the distortion-energy and maximum-shear-stress theories, determine the factors of safety for the following plane stress states: (20 points) (a) 0x = 200 MPa, y = 120 MPa (b) x = 180 MPa, Txy = 150 MPa (c) Txy = 100 MPa
A countershaft, made of AISI 1035 CD steel, carrying two V-belt pulleys is shown in the figure. Pulley A receives power from a motor through a belt with the belt tensions shown. The power is transmitted through the shaft and delivered to the belt on pulley B. Assume the belt tension on the loose side at B is 25 percent of the tension on the tight side (F2 - 0.25 F) 1) Based on the equations for yielding conditions discussed...
The part shown in the figure has a circular cross-section of 0.04 m diameter. It is made of a steel with a yield strength of 343 MPa and an ultimate strength of 410 MPa, and is subjected to a force, F, of 2500 N. 1. Locate the most critical point. (2 points) 2. Plot the three-dimensional stress element for that point. (2 points) 3. Calculate the values of stresses. (6 points) Fぐ Fぐ