
Materials Science And Engineering
10th Edition
ISBN: 9781119405498
Author: Callister, William D., Jr, RETHWISCH, David G., Jr., 1940- Author.
Publisher: Wiley,
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A laminated thick-walled hydraulic cylinder was fabricated by shrink-fitting
jacket having an outside diameter of 300mm onto a SS 304 steel tube having an inside
diameter of 100mm and an outside diameter of 200mm as shown in the figure. The
interference (8) was 0.15mm. When the Young's modulus for both SS304 and 1020 steel
is the same as 200GPa, and the Poisson's ratio is also the same as 0.3 for both materials,
find the followings.
Initially 100 mm
Initially 200 mm
Initially 300 mm
SS 304
1020 steel
(a) P; (interfacial contact stress)
(b) The maximum stresses (σ, and σ+) in the laminated steel cylinder resulting from the
shrink fit.
C
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The beam is constructed from two boards fastened together
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8 in. If an internal shear force of V = 800 lb is applied to the
boards, determine the shear force resisted by each nail.
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Please answer JAVA OOP problem below:
You are working at a university that tracks students. Each student is identified by their name and faculty advisor. Each faculty advisor is identified by their name, department, and maximum number of students they can advise.
Using solid OO design principles, create a modular program that implements all the classes for the problem and also creates an implementation class that gathers user input for one student and then prints out the information gathered by creating the appropriate data definition and implementation classes. All data must be validated.
I have given the code so far:
Implementation:
import javax.swing.JOptionPane;
public class Implementation {
public static void main(String[] args) {
FacultyAdvisor facultyAdvisor = new FacultyAdvisor("Sharmin Sultana", "IT", 30);
Student student = new Student("John", facultyAdvisor);
JOptionPane.showMessageDialog(null, student.toString());
}
}
Student:
public…
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- G 6-114. The cantilever wide-flange steel beam is subjected to the concentrated force of P = 600 N at its end. Determine the maximum bending stress developed in the beam at section A. 10 mm 150 mm 10 mm y Temps to rise Sunday @ 2 *F3 *F2 $ # 4 3 Q Search 1+ F7 48 F5 FB F4 & % 5 6 7 4 W E R T Y ப IAA FB * 8 9 ► I 30° FIO Q FII FI2 + == 200 mm HI [ ] A 5 ㅁ F G H J K L ? PAUSE Z X C V B N M ALT ALT CTRL -10 mm DELETE 2 m A BACKSPACE NUM LOCK 2:27 PM 4/10/2025 INSERT PE 7 日 9 HOME PG U ENTER 4 S SHIFT 2 END INSarrow_forward*7-16. allow The beam has a square cross section and is made of wood having an allowable shear stress of T - 1.4 ksi. If it is subjected to a shear of V = 1.5 kip, determine the smallest dimension a of its sides. 2 Temps to rise Sunday Fl BID (0) 4 3 2 Q Search F4 40 FS * & % S 6 7 D W E R T Y ப A S ㅁ F G H J Z X C V B N ALT の 日 Σ H FID FII FIE L ALT CTAL [ ] PAUSE V-1.5 kip BELETE BACKSPACE NUM LOCA 7 HOME ENTER F SHIFT ENDarrow_forwardDon't use ai to answer I will report you answerarrow_forward
- Exercise 1 Function and Structure [30 pts] Please debug the following program and answer the following questions. There is a cycle in a linked list if some node in the list can be reached again by continuously following the next pointer. #include typedef struct node { int value; struct node *next; } node; int 11_has_cycle (node *first) if (first == node *head { NULL) return 0;B = first; while (head->next != NULL) { if (head == first) { return 1; } head head->next; } return 0; void test_11_has_cycle() { int i; node nodes [6]; for (i = 0; i < 6; i++) nodes [i] .next = NULL; nodes [i].value i; } nodes [0] .next = &nodes [1]; nodes [1] .next = &nodes [2]; nodes [2] .next = &nodes [3]; nodes [3] .next = & nodes [4]; nodes [4] .next = NULL; nodes [5] .next = &nodes [0]; printf("1. Checking first list for cycles. \n Function 11_has_cycle says it hass cycle\n\n", 11_has_cycle (&nodes [0]) ?"a":"no"); printf("2. Checking length-zero list for cycles. \n Function 11_has_cycle says it has %s…arrow_forward1. Determine the reaction at supports and forces acting on each member. (5 pts each) 35 kN 60 kN 10 kN 1m 2m -3m -3m 3m 3m 25 kN 50 kN 10 kNarrow_forwardAuto Controls Design a proportional derivitivecontroller for a plant orsystemthat satisfies the following specifications : 1. is steady-state error is less than 2 % for a ramp input. 2.) Damping ratio (zeta) is greater than 0.7have determined the 3. Once youvalue of kp and kd, then plotthe response of the compensated(with controller) and uncompensated( without the controller, only the plantsystem using MATLAB.arrow_forward
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