Links (1) and (2) support rigid bar ABCD shown in the figure. Link (1) is bronze [E = 15,200 ksi] with a cross-sectional area of A₁ = 0.520 in.² and a length of L₁= 15 in. Link (2) is cold-rolled steel [E = 30,000 ksi] with a cross-sectional area of A₂ = 0.370 in.² and a length of L₂ = 34 in. Use dimensions of a = 13.75 in., b = 15.25 in., and c = 19.50 in. For an applied load of P = 4 kips, determine: (a) the normal stresses in links (1) and (2). (b) the deflection of end D of the rigid bar. D P C L₁ (1) B 33| A L₂ (2) X₂U

Links (1) and (2) support rigid bar ABCD shown in the figure. Link (1) is bronze [E = 15,200 ksi] with a cross-sectional area of A₁ = 0.520 in.² and a length of L₁= 15 in. Link (2) is cold-rolled steel [E = 30,000 ksi] with a cross-sectional area of A₂ = 0.370 in.² and a length of L₂ = 34 in. Use dimensions of a = 13.75 in., b = 15.25 in., and c = 19.50 in. For an applied load of P = 4 kips, determine: (a) the normal stresses in links (1) and (2). (b) the deflection of end D of the rigid bar. D P C L₁ (1) B 33| A L₂ (2) X₂U

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

Related questions

Q: A beam with the cross section geometry and dimensions as shown in the figure and parameter table is…

A: “Since you have posted a question with multiple sub parts, we will provide the solution only to the…

Q: For the three stress states given, find all principal normal stresses using the eigenvalue method.…

A: In eigenvalue approach, the eigenvalue represents the principal normal stresses and eigenvectors…

Q: T3-at 2.5 in. above the NA (at the top of the web) = ksi T4 at 1.25 in. above the NA = T5 at the NA…

A: The dimension are The shear force is

Q: 4. Solve the value of P based on tension on the net area. а. 663.66 kN с. 823.32 kN b. 756.00 kN d.…

Q: In (Figure 1), P₁ = 12 kN and P₂ = 6 kN. Figure 2 m G B 1 m 2 m 1 m 1 of 1

Q: 4-47 The stresses shown in Fig. P4-47a act at a point on the free surface of a steel (E = 30,000 ksi…

Q: The rectangular bar of linear elastic material (E = 200 GPa, v = 0.25) is loaded as shown in the…

A: As it is not mentioned that which three parts of the question need to be solved, please find the…

Q: 3.2-1 A copper rod of length L 18.0 in. is to be twisted by torques T(see figure) until the angle of…

Q: The solid shaft shown in the figure below is fixed at one end and has a lever at the other. The…

Q: 3. A 65 mm diameter solid shaft is subjected to force and torque as shown in the figure below.…

A: Given, Diameter, D=65 mm,Cross-section Area, A=π4D2A=π4652A=3318.307 mm2 Calculate the stress due to…

Q: A very thick structure is subjected to certain traction boundary conditions on its surface. The…

A: “Since you have posted a question with multiple sub-parts, we will provide the solution only to the…

Q: 5. The equilateral triangular tórsión member has sides equai lU D thickness t (Figure a). Figure b…

A: TMAX=100mpaG=70×103 mpab=16cmt=1cmTJ=ζr=GθLwhere θ and L consider as 1

Q: Q2 A solid circular bar ABC consists of two segments, as shown in figure 2. One segment has diameter…

A: The diameter of the shaft can be determined by two criteria 1) Shear stress 2) Angle of twist Both…

Q: The L2 steel bolt as shown in Figure Q4 has a diameter of 5 mm, and the link AB which is made from…

Q: For P=8.5kN, determine the allowable stress if the thickness t is 20 mm. Section Properties At the…

Q: (B) – Figure Q4/B show the bone has an outer rac of 15 mm and thickness 3 mm. Determine the strains…

A: Draw the diagram for the axes given in the problem. Understand that in the given figure, the shaft…

Q: 03: For the cyclic stress shown in the figure (aside) calculate: 1. The mean stress 2. The range of…

Q: An element in plane stress from the fuselage of an airplane is subjected to compressive stresses of…

A: Given:ζxy=11 MPaσx=-22 MPaσy=6 MPa

Q: Problem 4-41: The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of…

A: To findDetermine the magnitude of the largest elastic load P that can be applied to the…

Q: (A) Q: A 400 mm external diameter steel cylinder with a nominal internal diameter of 240 mm is…

A: (1) To find: The tangential stress at the outer surface of the inner cylinder. Given: The inner…

Q: 4. A central horizontal section of a hook is symmetrical trapezium 90 mm deep. The inner width being…

A: Note:As per our guidelines we are supposed to answer only one question. Kindly repost other…

Q: Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown in the figure.…

Q: The state of strain at the point on the spanner wrench has components of <= -260 (10). y = 320…

A: From given data, point P corresponds to maximum principal strain and point Q corresponds to minimum…

Q: Consider the bracket shown in Fig-3. If: • F1 = 10 lb @ -90° • a - 2 ft • b = 4 ft C = 1 ft then,…

Q: Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown in the figure.…

Q: Four wooden dowels with a diameter of 30mm are attached to a board. Two ropes pass around the…

A: Given data Diameter = 30mm Force P= 110N and Q= 189N Find the resulting torque

Q: In the structure shown below (Figure 3), two forces of equal magnitude (P) are applied along the…

Q: Calculate normal stress in AB and BC rods, bearing stress in pin C. (all diameter is 10 mm

Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

Can you please find:

F1/F2 =

F1=

F2=

normal stresses in links (1) and (2)=

Links (1) and (2) support rigid bar ABCD shown in the figure. Link (1) is bronze [E = 15,200 ksi] with a cross-sectional area of
A₁ = 0.520 in.² and a length of L₁= 15 in. Link (2) is cold-rolled steel [E = 30,000 ksi] with a cross-sectional area of A₂ = 0.370
in.² and a length of L₂ = 34 in. Use dimensions of a = 13.75 in., b = 15.25 in., and c = 19.50 in. For an applied load of P = 4
kips, determine:
(a) the normal stresses in links (1) and (2).
(b) the deflection of end D of the rigid bar.
D
P
C
L₁
(1)
B
33|
A
L₂
(2)
X₂U

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Problem C-2 [Average Normal and Average Shear Stresses] A structure is under an external loading of P achieving equilibrium, as shown in the figure. Member AC has a transverse cross-section of 0.2×0.2 in.². The cross-section a-a is along the vertical direction. Top view of pin B is shown to the bottom of the figure. The diameter of the pin at B is 0.1 in. -0.2 in. 4 in. 2 in. (1) Determine the average normal and average shear stresses developed in the member AC at cross- section a-a. В C D (2) Determine the shear stress developed in pin B. |- 3 in. H+ 2 in. P= 6 kips B Note: the problem has two parts: (1) and (2). Solutions to both must be correct to validate this problem Upload Choose a File
why is the external load not shown in the free body diagram of limk 2 and 4?
Ignore bolt hole for pt 3
For the previous problem, compute the following six stress quantities: Ox, Oy, 0z, Txy, Tyz, Tzx. Assume this is an aluminum alloy (E = 10,000 ksi, G = 3800 ksi, v = 0.33). Do not forget units!
1. A rectangular post which is made up of two blocks of wood glued together along a joint inclined at an angle a = 30°. Given the working stress for wood= 13053.4 psi normal stress developed in glue=17404.5 psi shearing stress in glue= 21 755.7 psi axial force= &8 kN Find: a. What is the minimum cross-sectional area of wood (m2), without exceeding the normal and shear stresses in the glue? b. What angle will maximize and minimize both normal and shearing stresses? P
3. A cylindrical rod is fixed between two walls. The rod is composed of two materials. Section AC is made of one material (GAC = 2G) while section CD is made of a different material (GcD = G). A torque, T, is applied at point B, as shown below. Jac = JcD = J = 2 in. GẠC = 2G = 20 x 10ʻ psi T= 300 kip in. GCD = G = 10 × 106 psi A D 2L Determine the reactions at the wall, Ta, and Tp. Specify the direction for each. (Note: this is an example of a no calculator problem.) Ans: TA = 250 kip in ( Tp=50 kip in ( T Fixed Fixed to wall to wall
A rectangular column (blue color) is fixed to a rigid ground (brown color). As shown in the figure, the column is under two external loadings at C. Determine the state of stress at point K of the column and represent the stress components on a stress element.
Q-2 A portion of the stress–strain curve for a stainless steel alloy is shown in Figure Q-2. A 550 mm long bar is loaded in tension until it elongates 4.4 mm, and then the load is removed. (a) Determine the permanent set in the bar. (b) Determine the length of the unloaded bar. (c) If the bar is reloaded, determine the proportional limit. [Use the figure to make necessary drawings/markings to show your solution strategy!
How would you solve this
Two hard rubber blocks with Modulus of Rigidity equal to 350 kPa are used in an anti-vibration mount to support a small machine as shown below. Let a = 20 mm, b = 50 mm and c = 80 mm. Deterrmine: (a) the shearing strain in the rubber blocks when a downward deflection of 6.50 mm occurs due to P. (b) the magnitude of P. Include the figure showing the shearng strain and the FBD to support your force equation, (if there is any). Show the step by step solution.
4-6 if possible
1.5-2 A bar of length 2.0 m is made of a structural steel having the stress-strain diagram shown in the figure. The yield stress of the steel is 250 MPa and the slope of the ini- tial linear part of the stress-strain curve (modulus of elas- ticity) is 200 GPa. The bar is loaded axially until it elongates 6.5 mm, and then the load is removed. How does the final length of the bar compare with its original length? (Hint: Use the concepts illustrated in Fig. 1-36b.) o (MPa) 300 200 100 0.002 0.004 0.006 PROB. 1.5-2