Answered: EXAMPLE (1) A circular bar having 200…

EXAMPLE (1) A circular bar having 200 mm² area is subjected to axial loads as shown in Fig .Find the value of ( P) and the total elongation. Take E=2*10 N/mm?. A C 50kN 50kN de -lokN 1M 1M 1M

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter12: Electric Current And Related Variables In Engineering

Section12.2: Electrical Circuits And Components

Problem 6BYG

See similar textbooks

Related questions

Q: The beam cross section shown below has been proposed for a short pedestrian bridge. The cross…

Q: Q2) A rectangular block of an elastic material is subjected to normal and shear loads. The deformed…

A: Consider the free body diagram ;

Q: You have asked to investigate the following: (a i) The bending moment, M of a beam is given by:…

A: Given:- M=3000-550x-20x^(2) Plot bending moment diagram

Q: Two cables AB and AC are acting on the pole with forces FAB=540N and FAC=560N with parameters…

Q: w=24kn/m a = 15m I = 70 x 10^6 mm^4 E = 200 GPa Find displacement at C using moment area method

A: Given Data E = 200 GPa = 200 × 103 N/mm2 I = 70 × 106 mm4 Determine the displacement…

Q: A simply supported 5-meter beam is an S- Beam, S610 x 119. If the beam has no external load, A. What…

A: Given:S610*119 beamLength = 5mSimply supported beam with no external loadRequired:Reaction at hinge…

Q: A steel rod (E = 200 GPa) is fixed at A and subjected to the loading shown in the figure. The…

Q: The piece of plastic is originally rectangular. Suppose that a = 300 mm and b = 450 mm. A)…

Q: Q2. A steel bar of rectangular cross section is subjected to two equal and opposite couples acting…

A: Finding out bending moment M.

Q: Double U anti-vibration shear mount No. 2. The 16 mm by 22 mm by 25 mm rubber blocks shown in Figure…

A: Given : Dimension of rubber blocks = 16 mm×22 mm×25 mmApplied load on the system, P = 285 kNDownward…

Q: A beam is shown in the figure below, and the flexural stiffness of the beam section is constant EI:…

A: There is a one side overhang beam given in the question. The beam is subjected to a Moment at the…

Q: 2. Determine the resultant of the force system shown in the figure and its x and y intercepts.…

A: Given:- A force system is given with three forces Magnitude of the forces are 300 lb, 224 lb &…

Q: The beam cross section shown below has been proposed for a short pedestrian bridge. The cross…

Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

EXAMPLE (1)
A circular bar having 200 mm² area is subjected to axial loads as shown in Fig
„Find the value of ( P) and the total elongation . Take E=2*10'N/mm.
A
В
C
D
50kN
50kN
d.
-lokN
1M
1M
1M
ナ

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4
Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in Figure P8.6. Find the vertical stress increase at A.
A structural member with a rectangular cross section as shown in the accompanying figure is used to support a load of 2500 N. What type of material do you recommend be used to carry the load safely? Base your calculations on the yield strength and a factor of safety of 2.0.
A 10 cm long rectangular bar (when subjected to a tensile load) deforms by 0.1 mm. Calculate the normal strain.
Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft. Determine the increase in vertical stress at point A located z = 21 ft below the surface. Given x = 28.8 ft. Figure 10.43
The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0.2011in.2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure. a. Generate a table of stress and strain values. b. Plot these values and draw a best-fit line to obtain a stress-strain curve. c. Determine the modulus of elasticity from the slope of the linear portion of the curve. d. Estimate the value of the proportional limit. e. Use the 0.2 offset method to determine the yield stress.
EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on the two planes are Plane EB: EB = 25 kN/m2; EB = +10 kN/m2 Plane FG: FG = 10 kN/m2; FG = 5 kN/m2 (Note: Mohrs circle sign conventions for stresses are used above) Given ; = 25, determine: a. The maximum and minimum principal stresses b. The angle between the planes EB and FG c. The external stresses on planes AB and BC that would cause the above internal stresses on planes EB and FG
For the beam shown: (a) determine the distance a for which the maximum positive and negative bending moments in the beam are equal; and (b) draw the corresponding shear and bending moment diagrams for the beam.
A tensile test was performed on a metal specimen having a circular cross section with a diameter 0. 510 inch. For each increment of load applied, the strain was directly determined by means of a strain gage attached to the specimen. The results are, shown in Table: 1.5.1. a. Prepare a table of stress and strain. b. Plot these data to obtain a stress-strain curve. Do not connect the data points; draw a best-fit straight line through them. c. Determine the modulus of elasticity as the slope of the best-fit line.
A beam is part of the framing system for the floor of an office building. The floor is subjected to both dead loads and live loads. The maximum moment caused by the service dead load is 45 ft-kips, and the maximum moment for the service live load is 63 ft-kips (these moments occur at the same location on the beam and can therefore be combined). a. If load and resistance factor design is used, determine the maximum factored bending moment (required moment strength). What is the controlling AISC load combination? b. What is the required nominal moment strength for a resistance factor of 0.90? c. If allowable strength design is used, determine the required moment strength. What is the controlling AISC lead combination? d. What is the required nominal moment strength for a safety factor of 1.67?
Bourdon-type pressure gauges are used in thousands of applications. A deadweight tester is a device that is used to calibrate pressure gauges. Investigate the operation of a deadweight pressure tester. Write a brief report to discuss your findings.
Compare the engineering and true secant elastic moduli for the natural rubber in Example Problem 6.2 at an engineering strain of 6.0. Assume that the deformation is all elastic.