Mechanics of Materials, 7th Edition
Mechanics of Materials, 7th Edition
7th Edition
ISBN: 9780073398235
Author: Ferdinand P. Beer, E. Russell Johnston Jr., John T. DeWolf, David F. Mazurek
Publisher: McGraw-Hill Education
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Chapter 2.9, Problem 84P

(a)

To determine

Find the change in height and the change in volume of brass cylinder.

(a)

Expert Solution
Check Mark

Answer to Problem 84P

The change in height of brass cylinder is 0.0746mm_.

The change in volume of brass cylinder is 143.9mm3_.

Explanation of Solution

Given information:

The young’s modulus E is 105GPa.

The poison ratio ν is 0.33.

The normal stress σy along y axis is 58MPa.

Calculation:

Find the area of solid sphere as follows:

A0=π4d03 (1)

Here, d0 is diameter of the solid steel sphere.

Substitute 85mm for d0 in Equation (1).

A0=π4(85)2=5.6745×103mm2(1m103mm)2=5.6745×103m2

Find the volume of solid sphere as follows:

V0=A0h0 (2)

Here, A0 is area of solid sphere and h0 is height of solid sphere.

Substitute 5.6745×103m2 for A0 and 135mm for h0 in Equation (2).

V0=5.6745×103×135mm(1m103mm)2=5.6745×103×0.135=766.06×106m3

The normal stress (σx) along x axis is 0.

The normal stress (σy) along y axis is 58×106Pa

The normal stress (σz) along z axis is 0

Write the expression of strain along y axis as follows:

εy=1E(νσx+σyνσz) (3)

Substitute 0 for σx and 0 for σy in Equation (3).

εy=1E(ν(0)+σyν(0))=σyE (4)

Substitute 58×106Pa for σy and 105GPa for E in Equation (4).

εy=58×106105GPa(106Pa1GPa)=58×106105×106=552.38×106

Determine the change in height of brass cylinder using the relation:

Δh=h0εy (5)

Substitute 552.38×106 for εy and 135mm for h0 in Equation (5).

Δh=552.38×106×135mm=552.38×106×135=0.07457=0.0746mm

Thus, the change in height of brass cylinder is 0.0746mm_.

Find the value of dilatation e using the relation:

e=12vE(σx+σy+σz) (6)

Substitute 0 for σx and 0 for σy in Equation (6).

e=12vE(0+σy+0)=(12v)σyE (7)

Substitute 0.33 for ν, 58×106Pa for σy and 105GPa for E in Equation (7).

e=(12(0.33))58×106105GPa(109Pa1GPa)=19,720,000105×109=187.81×106

Determine the change in volume of brass cylinder as follows:

ΔV=V0e (8)

Substitute 187.81×106 for e and 766.66×103mm3 for V0 in Equation (8).

ΔV=187.81×106×766.66×103=143.9mm3

Hence, the change in volume of brass cylinder is 143.9mm3_.

(b)

To determine

Find the change in height and the change in volume of brass cylinder when σx=σy=σz=70MPa

(b)

Expert Solution
Check Mark

Answer to Problem 84P

The change in height of brass cylinder when σx=σy=σz=70MPa is 0.0306mm_.

The change in volume of brass cylinder when σx=σy=σz=70MPa is 521mm3_.

Explanation of Solution

Calculation:

Find the value of σx+σy+σz as follows:

σx+σy+σz=70×10670×10670×106=210×106Pa

Write the expression of strain along y axis as follows:

εy=1E(νσx+σyνσz)=12υEσy (9)

Substitute 0.34 for ν, 70×106Pa for σy and 105GPa for E in Equation (9).

εy=12(0.33)105GPa(106Pa1GPa)70×106=12(0.33)105×10970×106=226.67×106

Determine the change in height of brass cylinder when σx=σy=σz=70MPa using the relation:

Δh=h0εy (10)

Substitute 226.67×106 for εy and 135mm for h0 in Equation (10).

Δh=226.67×106×135=0.0306mm

Thus, the change in height of brass cylinder when σx=σy=σz=70MPa is 0.0306mm_.

Find the value of dilatation e using the relation:

e=12vE(σx+σy+σz) (11)

Substitute 0.34 for ν, 105GPa for E 210×106 for (σx+σy+σz) in Equation (11).

e=12(0.33)105×109(210×106)=680×106

Determine the change in volume of brass cylinder when σx=σy=σz=70MPa as follows:

ΔV=V0e (12)

Substitute 680×106 for e and 766.06×106m3 for V0 in Equation (12).

ΔV=680×106×766.66×103=521mm3

Hence, the change in volume of brass cylinder when σx=σy=σz=70MPa is 521mm3_.

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Chapter 2 Solutions

Mechanics of Materials, 7th Edition

Ch. 2.1 - A block of 10-in. length and 1.8 1.6-in. cross...Ch. 2.1 - A square yellow-brass bar must not stretch more...Ch. 2.1 - Rod BD is made of steel (E = 29 106 psi) and is...Ch. 2.1 - The 4-mm-diameter cable BC is made of a steel with...Ch. 2.1 - A single axial load of magnitude P = 15 kips is...Ch. 2.1 - A 250-mm-long aluminum tube (E = 70 GPa) of 36-mm...Ch. 2.1 - The specimen shown has been cut from a...Ch. 2.1 - The brass tube AB (E = 105 GPa) has a...Ch. 2.1 - Both portions of the rod ABC are made of an...Ch. 2.1 - The rod ABC is made of an aluminum for which E =...Ch. 2.1 - For the steel truss (E = 200 GPa) and loading...Ch. 2.1 - For the steel truss (E = 29 106 psi) and loading...Ch. 2.1 - Members AB and BC are made of steel (E = 29 106...Ch. 2.1 - The steel frame (E = 200 GPa) shown has a diagonal...Ch. 2.1 - Link BD is made of brass (E = 105 GPa) and has a...Ch. 2.1 - Members ABC and DEF are joined with steel links (E...Ch. 2.1 - Each of the links AB and CD is made of aluminum (E...Ch. 2.1 - The length of the 332-in.-diameter steel wire CD...Ch. 2.1 - A homogenous cable of length L and uniform cross...Ch. 2.1 - The vertical load P is applied at the center A of...Ch. 2.1 - Denoting by the "engineering strain'' in a...Ch. 2.1 - The volume of a tensile specimen is essentially...Ch. 2.3 - An axial centric force of magnitude P = 450 kN is...Ch. 2.3 - An axial centric force of magnitude P = 450 kN is...Ch. 2.3 - The 4.5-ft concrete post is reinforced with six...Ch. 2.3 - The 4.5-ft concrete post is reinforced with six...Ch. 2.3 - An axial force of 200 kW is applied to the...Ch. 2.3 - The length of the assembly shown decreases by 0.40...Ch. 2.3 - A polystyrene rod consisting of two cylindrical...Ch. 2.3 - Three steel rods (E = 29 106 psi) support an...Ch. 2.3 - Fig. P2.41 2.41 Two cylindrical rods, one of steel...Ch. 2.3 - Solve Prob. 2.41, assuming that rod AC is made of...Ch. 2.3 - Each of the rods BD and CE is made of brass (E =...Ch. 2.3 - The rigid bar AD is supported by two steel wires...Ch. 2.3 - The rigid bar ABC is suspended from three wines of...Ch. 2.3 - The rigid bar AD is supported by two steel wires...Ch. 2.3 - The aluminum shell is fully bonded to the brass...Ch. 2.3 - The aluminum shell is fully bonded to the brass...Ch. 2.3 - The brass shell (b = 11.6 10-6/F) is fully bonded...Ch. 2.3 - The concrete post (Ec = 3.6 106) psi and c = 5.5 ...Ch. 2.3 - A rod consisting of two cylindrical portions AB...Ch. 2.3 - A rod consisting of two cylindrical portions AB...Ch. 2.3 - Fig. P2.52 2.52 A rod consisting of two...Ch. 2.3 - The steel rails of a railroad (rack (Es = 200GPa,...Ch. 2.3 - Two steel bars (Es = 200 GPa and s = 11.7 10-6/C)...Ch. 2.3 - Determine the maximum load P that can be applied...Ch. 2.3 - An aluminum rod (Ea = 70 GPa, a = 23.6 10-6/C)...Ch. 2.3 - Knowing that a 0.02-in. gap exists when the...Ch. 2.3 - Determine (a) the compressive force in the bars...Ch. 2.3 - At room temperature (20C) a 0.5-mm gap exists...Ch. 2.9 - A standard tension test is used to determine the...Ch. 2.9 - A 2-m length of an aluminum pipe of 240-nun outer...Ch. 2.9 - A line of slope 4:10 has been scribed on a...Ch. 2.9 - A 2.75-kN tensile load is applied to a test coupon...Ch. 2.9 - Fig. P2.65 2.65 In a standard tensile test a steel...Ch. 2.9 - The change in diameter of a large steel bolt is...Ch. 2.9 - The brass rod AD is fitted with a jacket that is...Ch. 2.9 - A fabric used in air-inflated structures is...Ch. 2.9 - A 1-in. square was scribed on the side of a large...Ch. 2.9 - The block shown is made of a magnesium alloy for...Ch. 2.9 - The homogeneous plate ABCD is subjected to a...Ch. 2.9 - For a member under axial loading, express the...Ch. 2.9 - In many situations it is known that the normal...Ch. 2.9 - In many situations physical constraints prevent...Ch. 2.9 - The plastic block shown is bonded to a rigid...Ch. 2.9 - The plastic block shown is bonded to a rigid...Ch. 2.9 - Two blocks of rubber with a modulus of rigidity G...Ch. 2.9 - Fig. P2.77 and P2.78 2.78 Two blocks of rubber...Ch. 2.9 - An elastomeric bearing (G = 130 psi) is used to...Ch. 2.9 - 2.80 For the elastomeric bearing In Prob. 2.79...Ch. 2.9 - A vibration isolation unit consists of two blocks...Ch. 2.9 - Prob. 82PCh. 2.9 - Prob. 83PCh. 2.9 - Prob. 84PCh. 2.9 - Prob. 85PCh. 2.9 - A 2.75-kN tensile load is applied to a test coupon...Ch. 2.9 - A vibration isolation support consists of a rod A...Ch. 2.9 - Prob. 88PCh. 2.9 - Prob. 89PCh. 2.9 - Show that for any given material, the ratio G/E of...Ch. 2.9 - Prob. 91PCh. 2.9 - Prob. 92PCh. 2.13 - Knowing that, for the plate shown, the allowable...Ch. 2.13 - Knowing that P = 38 kN, determine the maximum...Ch. 2.13 - A hole is to be drilled in the plate at A. 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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