EBK MECHANICS OF MATERIALS
EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 8220100257063
Author: BEER
Publisher: YUZU
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Chapter 2.9, Problem 70P

The block shown is made of a magnesium alloy for which E = 45 GPa and ν = 0.35, Knowing that ϭx = -180 MPa, determine (a) the magnitude of ϭy for which the change in the height of the block will be zero, (b) the corresponding change in the area of the face ABCD, (c) the corresponding change in the volume of the block.

Chapter 2.9, Problem 70P, The block shown is made of a magnesium alloy for which E = 45 GPa and  = 0.35, Knowing that x = -180

Fig. P2.70

(a)

Expert Solution
Check Mark
To determine

Find the magnitude of σy for such that change in the height of the block will be zero.

Answer to Problem 70P

The magnitude of σy is 63.0MPa_.

Explanation of Solution

Given information:

The poison’ ratio ν is 0.35.

The young’s modulus (E) is 45GPa.

The normal stress, σx is 180MPa.

Calculation:

Consider that the change in height of the block is zero.

δy=0εy=0

Find the normal stress (σy) along y axis as follows:

σy=νσx (1)

Substitute 0.35 for ν and 180MPa for σx in Equation (1).

σy=0.35×[180MPa(106Pa1MPa)]=0.35×(180×106)=63×106Pa

Thus, the magnitude of σy is 63.0MPa_.

(b)

Expert Solution
Check Mark
To determine

Find the corresponding change in the area of the face ABCD.

Answer to Problem 70P

The corresponding change in the area of the face ABCD is 4.05mm2_.

Explanation of Solution

Calculation:

Consider the stress strain relationship for homogeneous, isotropic material.

Find the strain along z direction as follows:

Strain in z direction.

εz=1E[σzυσxυσy]=υE(σx+σy) (2)

Here, σz is normal stress along z axis and σy is normal stress along y axis.

Substitute 0.35 for υ, 45GPa for E, 180MPa for σx, and 63×106Pa for σy in Equation (2).

εz=0.3545GPa(109Pa1GPa)(180MPa(106Pa1MPa)63×106)=0.3545×109(180×10663×106)=7.7777×1012(243,000,000)=1.890×103

Find the strain along x direction as follows:

εx=1E[σxυσyυσz]=σxυσyE (3)

Substitute 0.35 for υ, 45GPa for E, 180MPa for σx, and 63×106Pa for σy in Equation (3).

εx=180MPa(106Pa1MPa)(0.35)(63×106)45GPa(1091GPa)=180×106(22,050,000)45×109=157.95×10645×109=3.510×103

Write the expression of area A0 as shown follows:

A0=LxLz

Write the expression of A as shown follows:

A=Lx(1+εx)Lz(1+εz)=LxLz(1+εx+εz+εxεz)

Determine the change in area face ABCD as follows:

ΔA=AA0 (4)

Substitute LxLz(1+εx+εz+εxεz) for A and LxLz for A0 in Equation (4).

ΔA=LxLz(1+εx+εz+εxεz)(LxLz)=LxLz(εx+εz) (5)

Substitute 100mm for Lx, 25mm for Lz, 3.510×103 for εx, and 1.890×103 for εz in Equation (5).

ΔA=(100×25)(3.510×103+1.890×103)=2,500(1.62×103)=4.05mm2

Thus, the corresponding change in the area of the face ABCD is 4.05mm2_.

(c)

Expert Solution
Check Mark
To determine

Find the corresponding change in the volume of block.

Answer to Problem 70P

The corresponding change in the volume of block is 162mm3_.

Explanation of Solution

Calculation:

Write the expression of area V0 as shown follows:

V0=LxLzLy

Write the expression of V as shown follows:

V=Lx(1+εx)Ly(1+εy)Lz(1+εz)=LxLyLz(1+εx+εy+εz+εxεy+εyεz+εzεx+εxεyεz)

Determine the change volume block as follows:

ΔV=VV0 (6)

Substitute LxLyLz(1+εx+εy+εz+εxεy+εyεz+εzεx+εxεyεz) for V and LxLzLy for V0 in Equation (6).

ΔV=LxLyLz(1+εx+εy+εz+εxεy+εyεz+εzεx+εxεyεz)LxLzLy=LxLyLz(εx+εy+εz+smallterms) (7)

Substitute 100mm for Lx, 40mm for Ly, 25mm for Lz, 3.510×103 for εx, 0 for εy, and 1.890×103 for εz in Equation (7).

ΔV=(100×40×25)(3.510×103+0+1.890×103)=100,000(1.62×103)=162mm3

Thus, the corresponding change in the volume of block is 162mm3_.

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Chapter 2 Solutions

EBK MECHANICS OF MATERIALS

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The...Ch. 2.13 - Fig. P2.95 and P2.96 2.96 (a) For P = 13 kips and...Ch. 2.13 - 2.97 Knowing that the hole has a diameter of 9 mm,...Ch. 2.13 - For P = 100 kN, determine the minimum plate...Ch. 2.13 - Prob. 99PCh. 2.13 - A centric axial force is applied to the steel bar...Ch. 2.13 - The cylindrical rod AB has a length L = 5 ft and a...Ch. 2.13 - Fig. P2.101 and P.102 2.102 The cylindrical rod AB...Ch. 2.13 - Rod AB is made of a mild steel that is assumed to...Ch. 2.13 - Prob. 104PCh. 2.13 - Rod ABC consists of two cylindrical portions and...Ch. 2.13 - Prob. 106PCh. 2.13 - Prob. 107PCh. 2.13 - Prob. 108PCh. 2.13 - Each cable has a cross-sectional area of 100 mm2...Ch. 2.13 - Prob. 110PCh. 2.13 - Two tempered-steel bars, each 316 in. thick, are...Ch. 2.13 - Prob. 112PCh. 2.13 - Prob. 113PCh. 2.13 - Prob. 114PCh. 2.13 - Prob. 115PCh. 2.13 - Prob. 116PCh. 2.13 - Prob. 117PCh. 2.13 - Prob. 118PCh. 2.13 - Prob. 119PCh. 2.13 - For the composite bar in Prob. 2.111, determine...Ch. 2.13 - Prob. 121PCh. 2.13 - Bar AB has a cross-sectional area of 1200 mm2 and...Ch. 2.13 - Bar AB has a cross-sectional area of 1200 mm2 and...Ch. 2 - The uniform wire ABC, of unstretched length 2l, is...Ch. 2 - The aluminum rod ABC (E = 10.1 106 psi), which...Ch. 2 - Two solid cylindrical rods are joined at B and...Ch. 2 - Prob. 127RPCh. 2 - Prob. 128RPCh. 2 - Prob. 129RPCh. 2 - A 4-ft concrete post is reinforced with four steel...Ch. 2 - The steel rods BE and CD each have a 16-mm...Ch. 2 - Prob. 132RPCh. 2 - Prob. 133RPCh. 2 - The aluminum test specimen shown is subjected to...Ch. 2 - Prob. 135RP
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