A bar BD is held in a horizontal position when there is noload by the steel wire AB. When a weight Wis added at C,also hanging from a steel wire CE, then point C is displacedown by 0.025in. The cross-sectional area of the wires is0.002in². The wires are made of a steel alloy withE = 29000ksi and σy = 70ksi. Calculate the strain in bothwires, and the weight W.BANEParameter ftL_14L_21L_3 2L_4 4The strain in AB is € AB =The strain in CE is ECE =The weight W = 30Wcc 080BY NO SA2021 Cathy ZupkeXlbDin./in.in./in. BAL₂EParameter ftL_1 4L_2 1L_32L_4 4The strain in AB is EAB =The strain in CE is ECEThe weight W = 30.3W. L30.0007810.000781cc 080BY NO SA2021 Cathy Zupkex lbD✓in./in.Xin./in.

The cross-sectional area of the wire is The modulus of elasticity is The yield strength is The…

A bar BD is held in a horizontal positio load by the steel wire AB. When a wei also hanging from a steel wire CE, the down by 0.025in. The cross-sectional a 0.002in2. The wires are made of a stee E = 29000ksi and σy = 70ksi. Calcu wires, and the weight W.

A bar BD is held in a horizontal positio load by the steel wire AB. When a wei also hanging from a steel wire CE, the down by 0.025in. The cross-sectional a 0.002in2. The wires are made of a stee E = 29000ksi and σy = 70ksi. Calcu wires, and the weight W.

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: fowe for the reactlon forces if a 40-kN force k appied connection. on the Ateel rod, near andd fow…

Q: A B 60° 55° C Determine the largest weight W that can be supported by two wires shown in figure. The…

Q: A circular steel plate as shown in FIGURE H supported on 3 posts. A, B, C which are equally spaced…

Q: Find the solution of the problems shown. In each determine the function f(u),the value of you,the…

Q: Two plates of which (2.5 d) and d as outer and inner diameter respectively and thickness 25 mm each…

Q: Situation.5: A horizontal rigid boom OD is subjected to a. vertical load P-1000 N and is supported…

A: Given: Force on the boom Required: Tension in cable AC and BC

Q: Question 5 of 5 A column with a length of 8 m that is pinned on both ends. The column is made of a…

Q: The AB bond must be made of a steel for which the normal stress limit is 450 MPa. Determine the…

Q: A steel rod is 0.02-m in diameter and 2.5-m in length. The modulus of elasticity ofthis material is…

A: Diameter of steel rod d=0.02m, Length of steel rodL=2.5m. Tensile Force P=150KN=150×103N, Modulus of…

Q: A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal…

Q: Rigid bar ABC is supported by pin-connected bar (1). Bar (1) is 1.500 in. wide and 1.000 in. thick,…

A: Given:The width of the bar is the thickness of the bar is The elastic modulus is The length of a is…

Q: B: Answer the following questions. 1. Calculate the elongation of the cable due to load, if a steel…

A: As per our guidelines, we are supposed to answer only first one question in case of multiple…

Q: 2.5 m The jib crane is pin connected at ( A ) and supported by a smooth collar at ( B ). determine…

Q: A rigid bar ABCD is pinned at end A and supported by two cables at points B and C. The cable at B…

Q: 100 mm 300 mm 100 mm 400 N 400 N B 250 mm A 150 mm -500 mm- 4) If member ABC supports the shown…

Q: 0.4 m 0.2 m y 0.3 m 0.6 m HF .5 m EFG kirişinin enine kesiti B 0.25 m 1200 N Q2) As shown in the…

A: Given: The weight carried by structure, W = 1200 N The width of the cross-section, b = 25 mm The…

Q: JA beam is welded to a wall and subjected to a force couple (torsional moment) of 3. 12000 in-Ibs…

A: Given data: The torsional moment on the shaft is, T=12000 in·lbs. The tensile force is, F=5000 lbs.…

Q: The truss below is subject to the loads as shown. All of the members are attached at plates and can…

Q: 3.The length L-bar AB is suspended horizontally as shown by two vertical steel wires fixed on both…

A: Given is wire 1 is length l1 and elastic modulus E1 wire 2 is length l2 and elastic modulus E2 wire…

Q: The 1.5 kN vertical OA pole is supported as shown in the figure and loaded with a horizontal force…

A: Given: The weight of the pole is 1.5 kN. The pole with the supported load is shown below:

Q: Find the tension in the cables and the reaction force point O

Q: 10.15. Find the maximum load that the system can support before buckling. Material steel and…

Q: A device consists of a horizontal beam ABCsupported by two vertical bars BD and CE. Bar CEis pinned…

A: Given: AB= 600 mm BC= 350 mm BD = 350 mm CE= 450 mm ABD= 720 mm2 ACE=720 mm2 E=200 GPa P = 20 kN ABC…

Q: 175 k 175 k The bolted to C d. connection shown is to be used to transmit a tension of 175 kips by…

A: .

Q: The truss below is subject to the loads as shown. All of the members are attached at plates and can…

A: Given:H=335 lbJ=211 lbFind:The internal resultant normal force in member CD

Q: 480 mm B D PROBLEM 1.39 Link BC is 6 mm thick and is made of a steel with a 450-MPa ultimate…

Q: A column with a length of 6 m is fixed at one end and free at the other end. The column is made of a…

A: The column is defined as a structural member subjected to axial compressive load during its…

Q: cotter joints supports a load varying from 3000 kgf in compression to 3000 kgf in tension. The…

Q: Find the tension I required in the operating wire to raise the signal arm through the system of…

Q: The truss below is subject to the loads as shown. All of the members are attached at plates and can…

A: The normal force in member AE.Given:The applied loads are .The given truss is shown below.

Q: he smaller of two concentric spring is made of 22mm diameter steel & has an outside diameter of 00mm…

Q: A rigid bar with negligible mass is pinned and attached to two vertical rods. If P = 50 kN, compute…

A: Given configuration: Free body diagram of rigid bar is drawn below. Let FC , FD be the internal…

Q: Figure 1 below shows the bronze and galvani pipes are fastened to rigid supports at ends A and B…

A: Calculated reaction force at end B.

Q: Two cables are tied together at C and loaded as shown in the figure. If the weight of the load is 10…

Q: he structure shown below consists of an arch AB and an elastic column BC. (Note: Joints where…

Q: . The rigid bar AB is supported by two rods made of the same material. If the bar is horizontal…

A: Given:La=2 ftAa=0.4 in2Lb=3 ftAb=0.2 in2

Q: 1.5 m 3 m 400 N 200 N 1 m Member AB is supported by a cable BC and at A by a square rod which fits…

A: Given data: F1=200 NF2=400 NuBC=-0.857i+0.429j+0.286k Need to determine the tension in the cable.

Q: A bar is loaded and supported as shown in Fig. Draw an axiai force diagram for the bar. 40 kip D B…

A: Given Data: The force acting at point B is FB = -40 kip. The force acting at point C is FC = 50…

Q: Two cable support a block of weight W as shown, given the cross-sectional area for AB as 650 mm? and…

Q: aterial S-400 N/mm² and E21000

Q: Consider the structure shown in Figure 1). Assume the cornections A, B, and C are pins. Suppose that…

A: Part (A): Draw the free-body diagram of AB.

Concept explainers

Power Transmission Elements

It is defined as the energy transfer from one location to another location. The energy will start moving from the energy generation source to the energy applied position to obtain the work output. From this method, a large amount of electric energy moves from the power station to various electrical substations.

Question

A bar BD is held in a horizontal position when there is no
load by the steel wire AB. When a weight Wis added at C,
also hanging from a steel wire CE, then point C is displace
down by 0.025in. The cross-sectional area of the wires is
0.002in². The wires are made of a steel alloy with
E = 29000ksi and σy = 70ksi. Calculate the strain in both
wires, and the weight W.
B
A
N
E
Parameter ft
L_1
4
L_2
1
L_3 2
L_4 4
The strain in AB is € AB =
The strain in CE is ECE =
The weight W = 30
W
cc 080
BY NO SA
2021 Cathy Zupke
Xlb
D
in./in.
in./in.

B
A
L₂
E
Parameter ft
L_1 4
L_2 1
L_3
2
L_4 4
The strain in AB is EAB =
The strain in CE is ECE
The weight W = 30.3
W
. L3
0.000781
0.000781
cc 080
BY NO SA
2021 Cathy Zupke
x lb
D
✓in./in.
Xin./in.

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: Write the given data with suitable variables-

VIEW

Step 2: Calculation of strain in AB, CE and weight W

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 12 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Design of Power Transmission Elements and Power Transmission Systems

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

كشمذنس
A 12 60° B 2.7 m The strut is supported by a pin at C and an A-36 steel (Young's Modulus is 200 GPa) guy wire AB. If the wire has a diameter of 5 mm, determine how much it stretches when the distributed load acts on the strut.
If p is 160 Lb,what is the member BD (FBD) (assuming tension), and what are the components of C?
The system shown is composed of an ABG bar, supported by a pin at point A and by a collar smooth at point B (the collar slides on the bar ABG). The collar is pinned to the BDE bar, and the Rod BDE is supported by a pin at D and a cable at end E. Calculate the load P, such that the cable force EF is 20lb.
The total load W is to be lifted using the mast hinged at B. The mast is of uniform section and wighs 8kn. If allowable tensile force in the cable AC is 45kn what is the maximum load W (kn) that can be lifted?
I neeed typing clear
Q.8
A column of length 1 m is hinged at both ends has cross-section (10 x20) mm2. Young's modulus of elasticity is 200 GPa. The maximum permissible axial compressive load that can apply (in N) is
A frame supported by pins A and C is made up with bar AB and L-bar BC connected by pin B. It is loaded by a 72 Nm moment at the midpoint D of bar AB, an 18 N concentrated load at joint B, and a 6 N/m distributed loading, as shown. Clearly show ALL FBDS used. 0.4m 0.8m 18 N 72 Nm 0.6m 6 N/m A Determine the following: a. The reactions at support A (include directions in your final solutions) Ag |N Ay N b. The reactions at support C (include directions in your final solutions) N Cy N
A rigid weightless be am SUPPorted at the point D by the pixed goint loo ded by the momend M is Support and points B and c holding the beam horisonta lly . a + the ver tical bs connected are For the data listed below determne ! Data > E = 2.1x10$ MPa gie ld stres 6y: 250 MPa , foctor oc Sofety Sr-1.S * Necessoy are a wetion A ? Of Cross - Other Data ; I 5 cM , a : U cm Ma SONM Safety · design method ond limit-state- mordatory. * Use both, Factorr design netled. Both net hats A.E 2A a
Find the force on each member of the truss and indicate if they are under tractionor compression. I am having difficulty in the decompositions of forces. if you can, put this in detail.I already found the reaction forces and they are in the image below. Thank you very much in advance