SOLVE COMPLETELY. SHOW COMPLETE SOLUTION, INCLUDE FBD 3. The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 106 psi,determine the following:a) the single uniformly distributed load (in kips) in the x-direction that would produceandthe same deformation in the y-direction as the original loadingb) the single uniformly distributed load (in kips) that must be added in the load whichexists in the x-direction to produce no deformation in the z-direction.HINT: No deformation in the z-direction means there is no strain in that specific directionbut is still subjected to a particular stress. With that, correlating different strains by Poisson'sratio may not be applicable in this part.Use 6 decimal places for the solved values of strain and 3 decimal places in other values.y60 kips48 kips54 kips2"54 kips48 kips x.3"60 kips4"

Step: 1 Uniformly distributed load: - It is a type of force which is distributed on object…

a) the single uniformly distributed load (in kips) in the x-direction that would produc me deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load whic in the x-direction to produce no deformation in the z-direction. and

a) the single uniformly distributed load (in kips) in the x-direction that would produc me deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load whic in the x-direction to produce no deformation in the z-direction. and

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...

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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.
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.
3. The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 106 psi, determine the following: a) the single uniformly distributed load (in kips) in the x-direction that would produce and the same deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load which exists in the x-direction to produce no deformation in the z-direction. HINT: No deformation in the z-direction means there is no strain in that specific direction but is still subjected to a particular stress. With that, correlating different strains by Poisson's ratio may not be applicable in this part. Use 6 decimal places for the solved values of strain and 3 decimal places in other values. y 60 kips 48 kips 54 kips 2" 54 kips 48 kips x. 3" 60 kips 4"
PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling. 0.4m D 10KN 6) What is the deformation &c in mm? 0.8m 0.4m B 5KN 0.6m 20KN A=800 mm? A=1,200 mm²
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3. The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 10° psi, determine the following: a) the single uniformly distributed load (in kips) in the x-direction that would produce the same deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load which exists in the x-direction to produce no deformation in the z-direction. . HINT: No deformation in the z-direction means there is no strain in that specific direction but is still subjected to a particular stress. With that, correlating different strains by Poisson's ratio may not be applicable in this part. and 60 kips 48 kips 54 kips 54 kips 48 kips x 60 kips in
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The shown plate is 60 mm thick and it is made of Magnesium Am1004-T61. The plate is fitted between the rigid frictionless supports as shown and at T, = 20°C it is stress free. Find the stresses in the x and y directions when the temperature increases to T, = 58°C. %3D 150 mm 150 mm Select one: O x: 0 MPa, y: 42.864 MPa Ox: 22.1 MPa, y: 44.2 MPa Ox: 0 MPa, y: 44.2 MPa Ox: 0 MPa, y: 17.8 MPa O x: 13.2 MPa, y: 44.2 MPa Ox: 0 MPa, y: 67.4 MPa 3:10 PM O G 4) ENG 1/31/2021
PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling. 0.4m D 10KN 0.8m 0.4m 5KN 0.6m A 20KN 3) What is the deformation &cn in mm? A=800 mm? A=1,200 mm²