A metal bar is made out of A-36 steel and has a diameterd = 23mm with the end at A fixed to the wall. There is arebalanced axial loads at B of P₁ = 30 kN and a point load at C35 kN. The distance from A to B is L₁of P2570 mm390 mm. Calculate the=and the distance from B to C is L2displacement of point C relative to point A.AL₁↑dBL2-P₁₁Р1 СThe displacement at C is 8 = -0.00306d-cc 080BY NO SA2021 Cathy ZupkeP₂x mm

A metal bar is made out of A-36 steel and has a diameter d = 23mm with the end at A fixed to the wall. There is are balanced axial loads at B of P₁ = 30 kN and a point load at C 35 kN. The distance from A to B is L₁ = 570 mm of P2 = and the distance from B to C is L2 390 mm. Calculate the displacement of point C relative to point A. A - ↑ d B L₂ = P₁ P₁ C The displacement at C is 8 = -0.00306 cc 080 BY NO SA 2021 Cathy Zupke P₂ x mm

A metal bar is made out of A-36 steel and has a diameter d = 23mm with the end at A fixed to the wall. There is are balanced axial loads at B of P₁ = 30 kN and a point load at C 35 kN. The distance from A to B is L₁ = 570 mm of P2 = and the distance from B to C is L2 390 mm. Calculate the displacement of point C relative to point A. A - ↑ d B L₂ = P₁ P₁ C The displacement at C is 8 = -0.00306 cc 080 BY NO SA 2021 Cathy Zupke P₂ x mm

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: The L-bar shown in the figure is fastened by a bearing at point A that allows it to rotate, such…

A: Given F=800NRBmax=600N

Q: Beam OC is suspended on rods 1, 2, 3 made of a material with Young's modulus E. The rods have…

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: What is the vertical displacement at joint F. Assume all members are pin connected at their end…

Q: 3 cables with same diameter are used to hold the plate. Calculate the tensile loads in all cables if…

A: Givencables with load as shown below

Q: The shaft is supported at its ends by two bearings AA and BB and is subjected to the forces applied…

Q: For the element shown in the figure, replace the distributed load with the equivalent nodal forces.…

A: To replace the distributed load with equivalent nodal forces, we need to calculate the forces at…

Q: *3-32. The block is made of titanium Ti-6A1-4V and is subjected to a shortening of 0.06 in. along…

Q: Problem 4-21: The rigid beam is supported at its ends by two A- 36 steel tie rods. If the allowable…

A: Given:The allowable stress of the steel, The load, The value of The length of the rods,

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

Q: *4-28. The rod has a slight taper and length L. It is suspended from the ceiling and supports a load…

A: For the given taper rod, load P is applied at the end. E = modulus of elasticity of the rod material…

Q: 18 kN A AZ 2 m 4 m B

Q: The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to…

A: Given: To find: Resultant shear force at C in y direction Resultant shear force at C in z…

Q: The steel framework is used to support the reinforced stone concrete slab that is used for an…

A: To Find : The load that act along members BE and FED. Given : The thickness of slab is t=200mm. The…

Q: Consider the frame shown in Fig 4. A 100N load is suspended around a fixed drum with radius 2 m…

A: Draw the free-body diagram of the frame.

Q: A metal bar is made out of A-36 steel and has a diameter d = 23mm with the end at A fixed to the…

A: To findCalculate the displacement of point C relative to point A.Givendiameter, d = 23 mmLoad, Load,…

Q: 3 in. ID B ➡➡➡➡q=0.1k/in. C 2 in. Side The wood block shown is fastened at AD to the side of a…

A: Given:The length of the beam, The width of the beam, The height of the cross-section, The value of…

Q: Find the reactions for the supports on the frame below. P is 24 kN in the y direction, F is 12 kN in…

A: Given:

Q: hy is the external load not shown in the free body diagram of limk 2 and 4?

A: To find:The forces in each element.FBD:The free-body diagram is shown below.

Q: Figure P2 shows a frame structure that is used to support a 500 N load. Determine: 1) The reactions…

Q: M C a In the figure above, g = 3, f = 7, d = 7.616, a = 5.2m, b 3 2.2m, с — 1.2т and @ — 28° A…

Q: 2.) Calculate the torsion constant for the following open and closed sections, which all have a…

Q: The rigid element ABCD is supported by a pin at C and two rods at A and D as shown in the fig B.[L₁…

A: P=64kN To find axial force and stress in rod 1 and rod 2. Displacement at point A and D

Q: A steel rod having a cross-sectional area of 300 mm2 and a length of 150 m is suspended vertically…

Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

A metal bar is made out of A-36 steel and has a diameter
d = 23mm with the end at A fixed to the wall. There is are
balanced axial loads at B of P₁ = 30 kN and a point load at C
35 kN. The distance from A to B is L₁
of P2
570 mm
390 mm. Calculate the
=
and the distance from B to C is L2
displacement of point C relative to point A.
A
L₁
↑
d
B
L2
-
P₁₁
Р1 С
The displacement at C is 8 = -0.00306
d
-
cc 080
BY NO SA
2021 Cathy Zupke
P₂
x mm

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: Determine the given parameters:

VIEW

Step 2: Calculation for displacement of point C:

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 13 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

I need help on solving this question
7 ft 5 ft The assembly shown above includes column AB, which has the following properties: Pinned (top and bottom) for buckling about x-axis Free at top and fixed at bottom for buckling about y-axis Circular cross-section with 8-inch diameter E = 10000 ksi Which of the following is closest to the critical buckling force of column AB? O Per = 269 kip O Per = 1080 kip O Per = 538 kip O Per = 135 kip
A shaft of diameter d is guided in rotation at A (bearing 1) and C (bearing 2) and carries two wheels supporting the indicated loads, The radius of wheel B is 200 mm, and of wheel D is 100mm. The shaft is made of steel. F2 = 6000 N. Dimensions are in mm. Calculate the diameter (mm) of the shaft considering an allowable stress of 270 MPa for a stress composed of bending and torsion.
I tried this problem the only way I can think of and I don't know what I could be missing it would be really helpfull if you could show me what I am misssing in my calculations
The assembly shown in Figure 5 consists of two sections of galvanized steel pipe connected using a reducing coupling at B. The smaller pipe AB has an inner diameter of d 16 mm and an outer diameter of do 18 mm, whereas the larger pipe BC has an inner diameter of d = 21 mm and an outer diameter of dae #24 mm. Take LAB= Lec 250 mm and G = 25 GPa. If the pipe is tightly secured to the wall at C. determine the angle of twist at point A A LAB 75 N 150 mm- 200 mm Lac 75 N 022
Consider the two bars of identical material with their elastic modulus E as shown in Figure below. Both bars have the same circular cross-section with diameter of d. The length of the longer bar is 2L and the length of the shorter bar is L. The angle between the bars is B. The system is subjected to a vertical force acting at point Pas shown in the figure with a magnitude of F. Calculate horizontal and vertical components of the displacement of point P. Use engineering notation (ENG display mode on scientific calculators) with 3 significant figures after the decimal point. E (psi) 1.50E+06 d (in) 1.25 L (in) 12 Beta (degrees) 30 F (Ibf) 110 F P L 2L