Chapter 18, Problem 5DP

A countershaft carrying two V-belt pullets 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 (T1) at B is 30% of the tension on the tight side (T2). (a) Determine the tension (i.e., T₂ and T₁) in the belt on pulley B, assuming the shaft is running at a constant speed. (b) Find the magnitudes of the bearing reaction forces, assuming the bearings act as simple supports. (c) Draw shear-force and bending moment diagrams for the shaft (in XZ and XY plane if needed). (d) Calculate the maximum moments at points A and B respectively and find the point of maximum bending moment (A or B). (e) Find maximum stresses (tensile, compressive, and shear stresses) at the identified point of maximum moment (hint: principal and max shear stresses) 8 dia. 9 400lbf 50lbf 45° 1.5 dia. T₂ B Units in inches T₁ 10 dia.

The cantilevered bar in the figure is made from a ductile material and is statically loaded with F,, = 200 lbf and Fx = F₂ = 0. Analyze the stress situation in rod AB by obtaining the following information. Note that the stress concentration factors are neglected in the following questions (Kt and Kts=1). (a) Determine the precise location of the critical stress element. (b) Sketch the critical stress element and determine magnitudes and direction for all stresses acting on it. (Transverse shear may only be neglected if you can justify this decision.) (c) For the critical stress element, determine the principal stresses and maximum shear stress. 6 in 1-in dia. B +1- in in 2 in 5 in

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 7-33. The beam is constructed from two boards fastened together at the top and bottom with three rows of nails spaced every 8 in. If an internal shear force of V = 800 lb is applied to the boards, determine the shear force resisted by each nail. Temps to rise Sunday **SW4 88AN SID IDI FI 2 F2 # * F3 3 日 $ 4 Q W A S F4 B Q Search F7 40 F5 F6 & Jo % 5 6 7 E R T Y ப * F G H J FB IA F9 IAA FIO FII ( B 9 ㅁ Z X C V B N M ALT H FI2 8 in. =1 } ㅁ P [ ] L 8 in. 2 in. 4 in. V 9 in. DELETE BACKSPACE NUM LOCK I T ENTER PAUSE SHIFT ALT CTRL V 7 HOME الحاد E I END

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…

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 INS

*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 END

Don't use ai to answer I will report you answer

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…