ProblemSteel block with triaxial loading as shown,y2"3"For Steel,E = 29 x 106 Psiy = 0.3Loads: (Original Loading – Load are Uniformly Distributed Along Their Axis)F; = 48 Kips (T)Fy60 Kips (C)F254 Kips (T)Required: Determine the magnitude F,'of the single uniformly distributed load in the x-direction that would produce the same deformation in the y-direction as the originalloading.F +F2Fy

Given: The elastic modulus of steel, E = 29x10^6 psi The poission ratio = 0.3 The force along…

Answered: Problem Steel block with triaxial…

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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Question 2) arm of Figure B from point x z plane, a horizontal angle of θ = 38 ° angled F = 29 kN force sized and C from the point z direction M = 17 kn.m acts a moment in size. The lengths of the arm are also given as L 1 = 1.5 m and L 2 = 1.1 m . It is desired to determine the stress state of point A on the aa section taken from the arm. The radius r of the section is r=0.015 m and the shear modulus of the arm material is also G = 78 Gpa . According to this; Question 2-C) Find the normal stress caused by the normal force at point A ( Write your result in MPa .) Question 2-D) Find the normal stress caused by the bending moment at point A. (Your result MPa in the size of your font.)
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A rectangular column (blue color) is fixed to a rigid ground (brown color). As shown in the figure, the column is under two external loadings at C. Determine the state of stress at point K of the column and represent the stress components on a stress element.
Problem II. An exhaust gas piping fabricated as shown is subjected to a bending moment, an internal pressure, and a torque. In points A and B, the following stresses occur due to the loading: 0,05 and Txs 72.2 144.4 144.4 MPa A,B A,B A,B a. Determine Gmin, Omax, and its direction (in degrees) from x-axis at point A. b. Determine Omin, Omax, and its direction (in degrees) from x-axis at point B. B S A " O X
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The rigid beam BCis supported by rods (1) and (2). The cross-sectional area of rod (1) is 10 mm?. The cross- sectional area of rod (2) is 17 mm?. For a uniformly distributed load of w = 4.2 kN/m, determine the length a so that the normal stress is the same in each rod. Assume L= 4.85 m. (1) (2) B |C
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Problem 1 The figure shown is a hanger made of a round ½" diameter steel rod, subjected with a load of 5 kips. The Modulus of Elasticity of steel is 29000 ksi. Determine the tensile stress and the elongation in the hanger. TI P=5k 10'-0"
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A spindle as shown in Fig. 5.34, is a part of an industrial brake and is loaded as shown. Each load P is equal to 4 kN and is applied at the mid point of its bearing. Find the điameter of the spindle, if the maximum bending stress is 120 MPa. [Ans. 22 mm] 25 mm 125 mm 25 mm Fig. 5.34 P.
echanics of Materials I X t.php Two loads P act as shown, one parallel to (x0) and another parallel to z0; each load P equals 1.5 kN. The crankshaft dimensions are b1 = 55 mm, b2 = 150 mm, and b3 = 45 mm. The diameter of the upper shaft is d= 22 mm. Determine the normal stress at point A, which is located on the surface of the upper shaft at the z0 axis. Yo Letferbimtse ENene 302 704 MPal

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