Problem 2. For the data that is shown below, find a) the corrected endurance limit (Se),...
A 1020 steel shaft 3. A 1020 steel shaft has a corrected real endurance limit of Se 40 ksi and a tensile strength of Sut 64 ksi. The shaft is loaded in bending and torsion such that Ma 500 lbf.in, and Tm 300 lbf.in, Mm Ta 0. The stress concentration factors were determined to be Kr 2.25, and Kf 1.75. Provided the design engineer choose a diameter of d 1.0 in, determine the factor of safety n of the shaft...
Problem 1 The machined steel bar shown in the figure undergoes fully reversed axial loading at a nominal alternating stress of 30 ksi. 1. Find the safety factor for an infinite life of the bar if the critical section of this filleted bar in tension is assumed at the shoulder fillet. 2. How many cycles of stress can be expected? Given: The corrected endurance limit Se = 35 ksi. Material Ultimate Tensile Strength Sut = 100 ksi. Material Yield Strength...
Consider the fatigue properties of tool steel as shown below. Assume the data and endurance limits represent the fatigue properties when R = 0. Find the endurance limits when R = 0.3 and R = -0.3. APTER 7 Mechanical Properties: Part Two 120 100 80 100,000 cycle fatigue life at 90,000 psi applied stress Tool steel Endurance limit 60,000 psi 3 60 40 20 0 Aluminum alloy 104 105 106 107 Number of cycles Figure 7-17 The stress-number of cycles...
Can someone please provide neat, correct work. Experts only please. Thank you I 2 in 11 in in Problem Statement The shaft shown is rotating under loads F1 : 1 8.F2= 1.9 klbf. Dimensions are c 8, e 8.g 8.h-10, 10 n = 3 in. All fillets have l 16 radius. The critical location is at x= 10.5 point Q where the moment is high, the diameter small, and the fillet causes a stress concentration. The material is cold drawn...
Handle structure comprised of 3 round bar elements (AB, BC, CD) as shown in the figure below. The handle is fixed to the wall at A. A 150 lbf force is applied to the free end at D. The dimensions and cross sections are given in the figure. The handle structure is made from AISI 1020 cold drawn (CD) low carbon steel. a) draw the free body diagrams of rods AB, BC, and CD. b) Find the forces, moments and...
a A beam with a square cross-section of linch x 1inch is cantilevered at one end, and subjected to force that fluctuates from F = 120lbf (downward) to F = -600lbf (upward) at its tip. The length of beam is L = 25 inches. The selected steel material has mechanical properties as shown in the following S-N fatigue diagram. Hint: neglect any stress concentration at the support end. (a) (4 points) Calculate the midrange stress Om and alternating stress oa...
a A beam with a square cross-section of linch x 1inch is cantilevered at one end, and subjected to force that fluctuates from F = 120lbf (downward) to F = -600lbf (upward) at its tip. The length of beam is L = 25 inches. The selected steel material has mechanical properties as shown in the following S-N fatigue diagram. Hint: neglect any stress concentration at the support end. (a) (4 points) Calculate the midrange stress om and alternating stress Oa...
A shaft with a diameter of 43 mm, is shown below On the right hand side at location D a wheel has a force F of 4824N applied. The diameter of this wheel is 150 mm. The torque produced by F is transmitted through the entire shaft to location A where the torque is reacted. There are no other constraints at location A. Bearings, are located at B and C, and provide radial constraint. The bearing at B also provides...
Problem 1: A shaft, with a diameter of 43 mm, is shown below. On the right-hand side at location D a wheel has a force F of 4824N applied. The diameter of this wheel is 150 mm. The torque produced by F is transmitted through the entire shaft to location A where the torque is reacted. There are no other constraints at location A. Bearings, are located at B and C, and provide radial constraint. The bearing at B also...
Questions 1-2. DIRECTIO!IS: Questions 1 and 2 refer to the vertical curve shown below. Trop reck60salt cr a Simla, dark gheeus rock 04% +0.9% EL 2245 A 19.-9.110t0.412 1.. The algebraic difference in gradient between the two slopes is A. 0.6 1. +1.2% C. +1.0% D. B. -0.8% The elevation of point X on the curve is B. 23.25 2. D. 23.95 C. 23.55 A. 22.80 STA 20129 STA STA 0o+80 7- The high rod reading shown at the right...