QI\ Determine the elongation of the system shown in figure below100 kN50 kN50 kNsteelCopperE=117GPABronzeE=210GPAE=82GPAA=1500mmA=1000mmA=500mm

Answered: Image /qna-images/answer/e8a4fa23-54ed-4fe2-955f-c3866ac79697.jpg

Answered: Q Determine the elongation of the…

Engineering

Mechanical Engineering

Q Determine the elongation of the system shown in figure below

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

Similar questions

Question #2: The 1.0-in-diameter solid steel shaft shown in figure is simply supported at the ends. Two pulleys are keyed to the shaft where pulley A is of diameter 8.0 in and pulley B is of diameter 5.0 in. (1) Determine the reaction forces (2) Draw the shear force and bending moment diagrams (3) Draw the torsion diagrams 300 lbf 1 dia. 5 dia. 50 lbf 8 dia. 470 lbf 6 00 70 lbf
Assume F = 440 N (Figure 1) vec C, C.- Submit Reguest Answer Part B Determine the components of reaction acting at the smooth journal bearing B. Express your answers using three significant figures separated by a comma. vec Figure 1 of 1 B, B. = Submit Request Answer Part C Determine the components of resction acting at the smooth journal bearing A 45° 300 N m 04 m Express your answers using three significant figures separated by a comma. 08 m 0,4 m VO AE t vec Ar A, = N earson Telif hakki 2021 Pearson Education Inc. Tum hakları:
A 50-mm diameter cylinder is made of a brass for which the stress-strain diagram is as shown. The angle of twist is 5° in a length L = 725 mm. The three points on the nonlinear stress-strain diagram used are (0, 0), (0.0015, 55 MPa), and (0.003, 80 MPa). By fitting the polynomial T = A + By + Cy² through these points, the following approximate relation has been obtained. T= 46.7 × 10%y-6.67 × 1012/2 Determine the magnitude Tof torque applied to the shaft using this relation and the two equations given below. Y Ty - ρφ T (MPa) 2π ζ ρ?τὰρ 100 80 60 40 20 0 0.001 0.002 0.003 Y d = 50 mm L The magnitude T of torque applied to the shaft is kN.m.
The elongation of a bar of uniform cross section subjected to an axial force is given by the equation (omega)= PL/AE What are the dimensions of E if (omega) and L are lengths, P is a force, and A is an area?
2 For the spring assemblage shown in Figure 2, determine the displacement at node 2 and the forces in each spring element. Also determine the force F3. Given: Node 3 displaces an amount 8 = 1 in. in the positive x direction because of the force F3 and k₁ = k₂= 500 lb/in. füüvår اشته Figure - 2 3 F3 X
Q2: The rigid beam shown in figure is fixed to the top of the three rods. The two outer rods are aluminum [Eal=70 GPa] and the middle rod is steel [E200 GPa]. After the load (P) is applied, the stress in steel rod is found to be (24.5 MPa). Determine: 4. The stress in aluminum rod. 5. The load (P). 6. The deformation of aluminum rod. 2P 50 mm ווז וn 30 30 mm- 300 mm - 0.5 m - 0.5 m
Figure Q4(a) shows the stress-strain curves of material A and material B. A circular rod of material A (diameter 3 cm, length 10 cm) is bonded to a circular rod of material B (diameter 4 cm, length 20 cm) as shown in Figure Q4(b). a) Based on the stress-strain curves shown determine the yield stress (σy) and the elastic modulus (E) of material A and material B.b) Assuming that the bond is rigid, determine the force P required to stretch the composite rod by 0.3 mm?c) Assuming a Poisson’s ratio value of 0.33, determine the change in diameter of the rod made from material B for the same P as determined in part (b).
A pushrod in the valve mechanism of an automotive engine has a nominal length of 203 mm. If the rod is made of SAE 4140 steel, compute the elongation due to a temperature change from -20°C to 140°C. TABLE 3-4 Coefficients of thermal expansion, a, for some t nd concrrete
Determine the torsion from the following figure. The torsional moment varies in the form of a parabola from 0 to t0 and t (x) = ax + bx + c, GJ is the axial stiffness.please i need help !!!!
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
TEST YOUR UNDERSTANDING! Problem 1 Four wires support the rigid members CD and AB. If a 500-lb load is applied at point I, determine the angle of tilt of AB and the displacement of point A. The members were originally horizontal, each wire has a cross-sectional area of 0.5 in² and E = 29 x 106 psi. (Taken from Hibbeler, 2015) Follow these questions for your solution: 1. Draw the FBDs of bar CD and bar AB. What are the forces in the wires? Problem 2 The horizontal rigid bar is supported by bars A and B and a pin support. If the system is loaded by P₁ and P2, what would be the vertical displacement of the point of application of P₁? Follow these questions for your solution: 1) Draw the FBDs needed. What is the normal force in bar A? in bar B? 2) Draw the deformation diagram. What compatibility equation would you use to determine the displacement of the point of application of P₁? How did the horizontal bar tilt? Answer to Test your understanding box 1 Problem 1: E Problem 2: D THA 1.8 ft…
We have an assembly with a steel rod AB and an aluminum BC, each having a cross sectional area shown in Figure 2. If the assembly is subjected to axial loadings at point A and B shown in Figure 1, Determine the displacement of rod BC and the deformation of rod AB. The original length of each rod is shown in Figure 1. Show manual integration for area under the parabola must be shown E. = 200 GPa. Ed = 70 GPa