2. Problem 2: A flat plate, shown below, with a fillet radius of 0.1875 in. is subjected to an axial tensionforce of 1000 lbs on the right side. The plate is fixed on the left side. The dimension of the plate is givenin the figure below and the thickness of the plate is 0.25 in. Note that all dimensions are in inches. It willbe faster to model this in Creo Parametric Or Solid Works and then save it as a step file. Material isStructural Steel, same used in the tutorial (RECTANGULAR PLATE WITH CIRCULAR HOLE SUBJECTEDTO TENSILE LOADING).225002.254.00004.00HPRT_CSYS DEF 0.1875VPRT CSYS DEFR. 1875f*f*R₁1110.0010.00003.00000.75003.0000-0.75001.5000$1.50 What to Submit:• Using approximate formula shown below (in Figure C.1), Compute the theoretical normal stressin x-direction on the FILLET and compare with the result obtained by ANSYS Workbench. Besure to calculate Percentage error.• Using figure C.2 to compute the theoretical normal stress in x-direction in the HOLE andcompare with the result obtained by ANSYS Workbench. Be sure to calculate Percentage error.Note you can solve theoretical part at the FILLET independently from the HOLE.• Submit Displacement Magnitude Contour Plot.• Submit Normal Stress in X-direction Contour Plot.• Submit Normal Stress in X-Direction on the filleted surface Contour Plot.• Submit Normal Stress in X-Direction in the Hole Contour Plot.3.02.82.62.42.2K, 2.01.81.6 1.011.41.21.0-1.151.050.05D/d = 21.50.100.15r/dnom=P PAtd=3.00.200.250.30Approximate formulaB (7)", where:K₁ BD/d2.001.501.151.051.01B1.1001.0771.0140.9980.977a-0.321-0.296-0.239-0.138-0.107Figure C.1 Theoretical stress-concentration factor K, for a filleted bar in axial tension [9 and 12,Chapter 3].For the above fillet, Stress concentration factor K, is found from the approximate formulashown above the table.

Answered: Image /qna-images/answer/978b6f91-48f5-41aa-907d-f3d5a5e0cb50.jpg

Problem 2: A flat plate, shown below, with a fillet radius of 0.1875 in. is subjected to an axial tension force of 1000 lbs on the right side. The plate is fixed on the left side. The dimension of the plate is given in the figure below and the thickness of the plate is 0.25 in. Note that all dimensions are in inches. It will be faster to model this in Creo Parametric Or Solid Works and then save it as a step file. Material is Structural Steel, same used in the tutorial (RECTANGULAR PLATE WITH CIRCULAR HOLE SUBJECTED TO TENSILE LOADING). 10.0000

Problem 2: A flat plate, shown below, with a fillet radius of 0.1875 in. is subjected to an axial tension force of 1000 lbs on the right side. The plate is fixed on the left side. The dimension of the plate is given in the figure below and the thickness of the plate is 0.25 in. Note that all dimensions are in inches. It will be faster to model this in Creo Parametric Or Solid Works and then save it as a step file. Material is Structural Steel, same used in the tutorial (RECTANGULAR PLATE WITH CIRCULAR HOLE SUBJECTED TO TENSILE LOADING). 10.0000

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

a b c d h 82 mm 139 mm 39 mm 18 mm 33 mm Clamps like the one shown are commonly used in woodworking applications. This clamp has the dimensions given above, and its jaws are 38 mm wide (in the direction perpendicular to the plane of the picture). The screws of the clamp are adjusted so that there is a uniform pressure of 190 kPa being applied to the workpieces by the jaws. Find the force carried in each screw.Note: Assume that A, B, C, and D act as pins. (Denote tension forces with positive values; compressive forces with negative values.)
Please state the formulas used and write the answers clearly and completely. Include also the free body diagram. Thank you!
I need to find the forces in each tube but I keep getting stuck. I have been getting really long equations to do algibra onwhich I suspect might be where the error was comming from. The values I have tried are F2 = -0.97786, and -4.889 kips
The figure shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the force (in N) in the bronze rod caused by the 42563-Nload, using the following data: length of steel = 1.56 m, length of bronze = 2.18 m Area of steel = 563 mm, Area of bronze = 233 mm Modulus of elasticity of steel = 193 Gpa, Modulus of elasticity of bronze = 82 Gpa x = 0.69 m, y = 1.03 m, and z = 0.79 m.
The figure shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the force (in N) in the steel rod caused by the 42758-Nload, using the following data: length of steel = 1.27 m, length of bronze = 2.06 m Area of steel = 522 mm, Area of bronze = 239 mm Modulus of elasticity of steel = 216 Gpa, Modulus of elasticity of bronze = 84 Gpa x= 0.69 m, y = 1.08 m, and z = 0.86 m. Round off the final answer to three decimal places. ... Bronze Steel Ey te z
Symmetrical shoes will not create moment around the joint The position of the pads with an angle of 90° on the brake where it is placed in the figure is shown in the figure. The brake mechanism is fixed to the ground by the support plate. The disc in the figure rotates clockwise and the friction coefficient of the pads is accepted as 0.491. If a force of 565 N is applied on the arm from the point shown on the figure;a) What is the dimension e shown in the figure so that the shoe does not create a moment around the joint?how much should it be? Calculate.b) Draw free body diagrams of ABC opening lever and both lining levers.c) What is the normal force acting on each pad? How much braking torqueoccurs? calculate
3 digits behind comma From the given figure, F = 100 N. • Draw the FBD 1000 mm F • Draw the action line of all forces that intersect in one point directly in the figure. Determine: 60° a) Force at smooth roll B b) Force at pin A Analytical solution. B. A 125 mm
A bolt assembly is experiencing 100 kN of force. The diameter of the head is 50mm, bolt diameter is 30mm with bolt head height of 10mm. Find the compressive stress in Pascals."
(image attached) 1. Find the member force in AB. 2. Find the member force in BC. 3. Find the member force in BD. 4. Find the member force in CD. 5. Find the absolute vertical displacement of joint C (in inches). Use principal of virtual work. 6. Does the vertical displacement of C move up or down?
The crane boom has a noticeable taper along its length. Explain why. To do so, assume the boom is in the horizontal position and in the process of hoisting a load at its end, so that the reaction on the support A becomes zero. Use realistic dimensions and a load, to justify your reasoning
An element made of AISI 1020 CD steel is shown, but to shape it, it had to be machined. It must have a reliability of 99.9999%.It is subjected to the loads P₁= 200 pounds and P₂= 400 pounds; In others, the force in the "z" direction does not act, but the force in "y" remains with the same magnitude, but is completely reversed, in the positive and negative sense of the "y". Determine:to. The critical point of the system and for this establish the state of effort. Explainb. Apply Mohr's circle to the critical stress state and obtain σ1, σ2 and tmaxC Determine the safety factor and explain.
A force of 80 N is applied to the handle of the press shown in the figure, which causes a downward vertical force to be applied to the ball E by the block (you can assume that the block slides vertically with no friction. F 80 N 70 Determine the magnitude of the vertical force, and the mechanical advantage of this machine. 40 mm 60 Note: A, B, C, D, and F are pins. 400 mm Draw all FBD's needed to solve, show all work, and put units on your answers.