A bronze c86100 cylinder with diameter d₂ = 60 mm is nested inside a stainless steel tube with innerdiameter of d₁ = 80 mm L = 250 mm and wall thickness of t = 10 mm. The bronze cylinder is = 1 mmtaller than the stainless steel tube. What is the largest axial load, P, that can be applied without eithermaterial yielding?For this problem, use Ebr = 103 GPa, Est t = 193 GPa, σy, br = 345 MPa, σy,st = 207 MPa.PAδLBd₂歌CCBY NC SA2021 Cathy ZupkeThe maximum load before yielding is P =KN

We must take into account the stress in both the stainless steel tube and the bronze cylinder in…

Answered: A bronze c86100 cylinder with diameter…

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

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A hallow cylindrical steel column with an outer diameter of 200 mm and an inner diameter of 180 mm is subjected to a compressive load of 200 kN. The yield strength of the steel is 250 MPa. Calculate the factor of safety for the column using the maximum normal stress theory.
Q1 (а) A hollow circular post ABC as shown in Figure Q1 (a) supports a load P, = 65B5 N acting at the top. P2 is applied around the cap plate at B. The outer diameters and thicknesses of the upper and lower parts of the post are dAB = 30 mm, tu =1A mm, dzc = 50 mm, and t3c =9 mm , respectively. A=1 B=0 (i) Calculate the normal stress o AR on the upper part of the post. (ii) If it is desired that the lower part of the post have the same compressive stress as the upper part, what should be the magnitude of the load P,? (111) If Pi remains at 65B5 N and P2 is now set at 10050 N, what is the new thickness of BC that will result in the same compressive stress in both parts?
The bell crack mechanism shown in Figure is in equilibrium for an applied load of F1- 15KN at A and F2 at C. The pin at B has a diameter of 12mm. The thickness of the bell crank is 8mm while the support bracket has a thickness of 6mm. The bell crank and the support bracket each have an ultimate bearing strength of 550 MPa. a = 300 mm; b = 150 mm ; c = 100 mm; e = 65° %3D %3D 30° (2) Bell crank B F2 b. a F1 H-8 mm BLI Bracket 6 mm mm Connection detail Determine the magnitude of the resultant reaction force acting at pin B. (in KN).
An axle is welded to the wall as shown in the figure.Other data:- The diameters D1 = 45 mm, D2 = 50 mm, D3 = 55 mm- The radii R1 = 3 mm, R2 = 2.5 mm- The notch sensitivity factor η = 0.5How big is the maximum tension in the axle and where does it occur?
L = 0.3m A = 20 x 6 mm E= 70 GPa allowable stress = 120 MPa 0.6 m 0.4 m 0.2 m Rigid bar D C W 0.5m 40 x 6 mm 50 GPa wable stress = 80 MPa 16 mm dia. bolt with allowable s 6 mm 80 MPa in bearing and 60 MPa The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at B and to Magnesium bar at A, Aluminum bar at C. the properties of the bars are shown on the figure. all the connections are using 16 mm bolts in single shear. Determine the maximum safe load W that can be applied. Determine the final position of point D.
b. The steel compression strut BC, that supports the frame AB via pin-joint in Figure Q5b, is a steel tube with an outer diameter of D. = 48 mm and a wall thickness of t = 5 mm. Determine the factor of safety against elastic buckling if a distributed load of 10 kN/m is applied to the horizontal frame member AB as shown. Let Est = 210 GPa = 340 MPa. and y 1 m A C 10 kN/m 2 m Figure Q5b M SITI TEKNOLOGI MALA B MALAYS BR TEKNOLGI WIN
Consider the steel truss and member cross-section presented in figures below. All the members of the truss have the same cross-section as shown in the figure to the right. They all also have a Young's Modulus of 210 GPa. What can the highest value of force F be before member AC fails by buckling? Force 1AN - 300 mm 40° 4 m $35 mm 7m 300 mm 8 m 35 mm 35 mm 35 mm Please provide your answer in kN.
I neeed typing clear
A ductile bar as shown in figure 1 has a yiel strength of oy = 390 MPa. Force F makes a 30° angle with the positive x axis. Deter- mined the magnitude of F that will cause yielding. Hint: Select the most loaded point in the structure and the failure theory to use according to the material (The standard one for this type of material). Refer to the lecture. 2 y 7 75 mm 500 mm F 300 mm X

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