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Mechanics of Materials

Ferdinand P. Beer, E. Russell Johnston, Jr., John T. DeWolf

Chapter 2

Stress and Strain-Axial Loading - all with Video Answers

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Chapter Questions

07:23

Problem 1

A 2.2 -m-long steel rod must not stretch more than $1.2 \mathrm{mm}$ when it is subjected to an 8.5 -kN tension force. Knowing that $E=200 \mathrm{GPa}$, determine (a) the smallest diameter rod that should be used. $(b)$ the corresponding normal stress in the rod.

Willis James
Willis James
Numerade Educator
03:21

Problem 2

A control rod made of yellow brass must not stretch more than When the tension in the wire is 800 ib, Knowing that $E=15 \times 10^{\circ} \mathrm{psi}$ and that the maximum allowable normal stress is 32 ksi, determine
(a) the smallest diameter rod that should be used, ( $b$ ) the corresponding maximum length of the rod.

Mayukh Banik
Mayukh Banik
Numerade Educator
07:00

Problem 3

A 9 -m length of 6 -mm-diameter steel wire is to be used in a hanger. It is observed that the wire stretches 18 mm when a rensite force $\mathbf{P}$ is upplied. Knowing that $E=200$ GPa, determine $(a)$ the magnitude of the force $P, 1$
(b) the corresponding normal stress in the wire.

Prabhat Tyagi
Prabhat Tyagi
Numerade Educator
01:45

Problem 4

A cast-iron tube is used to support a compressive load. Knowing that $E=69$ GPa and that the maximum allowable change in length is $0.025 \%,$ determine (a) the maximum normal stress in the tube,
(b) the minimum wall thickness for a load of $7.2 \mathrm{kN}$ if the outside diameter of the tube is $50 \mathrm{mm}$.

Penny Riley
Penny Riley
Numerade Educator
04:03

Problem 5

An aluminum pipe must not stretch more than 0.05 in when it is subjected to a tensile load. Knowing that $E=10.1 \times 10^{6}$ psi and that the maximum allowable normal stress is $14 \mathrm{ksi}$, determine
(a) the maximum allowable length of the pipe, (b) the required area of the pipe if the tensile load is 127.5 kips.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
07:00

Problem 6

A 60 -m-long steel wire is subjected to a 6 -kN tensile load. Knowing that $E=200 \mathrm{GPa}$ and that the length of the rod increases by $48 \mathrm{mm}$, determine ( $a$ ) the smallest diameter that can be selected for the wire,
(b) the corresponding normal stress.

Prabhat Tyagi
Prabhat Tyagi
Numerade Educator
01:16

Problem 7

A mylon thread is subjected to a 2 -lb tension force. Knowing that $E=0.5 \times 10^{6} \mathrm{psi}$ and that the maximum allowable normal stress is
6 ksi determine
(a) the required diameter of the thread.
$(b)$ the corresponding percent increase in the length of the thread.

Hubert Agamasu
Hubert Agamasu
Numerade Educator
03:55

Problem 8

Two gage marks are placed exactly 10 in, apart on a $\frac{1}{2}$ -in -diameter aluminum rod with $E=10.1 \times 10^{6} \mathrm{psi}$ and $\mathrm{m}$ ultimate strength of 16 ksi. Knowing that the distance between the gage murks is 10.009 in. after a load is applicd, determine (a) the stress in the rod,
(b) the factor of safety.

Surjit Tewari
Surjit Tewari
Numerade Educator
07:00

Problem 9

A 9 -kN tensile load will be applied to a 50 -m length of steel wire with $E=200$ GPa. Determine the smallest diameter wire that can be ased, knowing that the normal stress must not exceed $150 \mathrm{MPa}$ and that the increase in length of the wire must not exceed $25 \mathrm{mm}$.

Prabhat Tyagi
Prabhat Tyagi
Numerade Educator
01:00

Problem 10

A 1.5 -m-long aluminum rod must not stretch more than $1 \mathrm{mm}$ and the normal stress must not exceed $40 \mathrm{MPa}$ when the rod is subjected to a 3 -kN axial load. Knowing that $E=70$ GPa, determine the required diameter of the rod.

Surendra Kumar
Surendra Kumar
Numerade Educator
01:16

Problem 11

A nylon thread is to be subjected to a 2.5 -lb tension. Knowing that $E=0.5 \times 10^{6} \mathrm{psi},$ that the maximum allowable normal stress is $6 \mathrm{ksi},$ and that the length of the thread must not increase by more than $1 \%$, determine the required diameter of the thread.

Hubert Agamasu
Hubert Agamasu
Numerade Educator
04:15

Problem 12

A block of 250 -mm length and $50 \times 40$ -mm cross section is to support a centric compressive load $\mathbf{P}$. The material to be used is a bronze for which $E=95$ GPa. Determine the largest load that can be applied, knowing that the normal stress must not exceed $80 \mathrm{MPa}$ and that the decrease in length of the block should be at most $0.12 \%$ of its original length.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
02:49

Problem 13

$\operatorname{Rod} B D$ is made of steel $\left(E=29 \times 10^{6} \mathrm{psi}\right)$ and is used to brace the axially compressed member $A B C$. The maximum force that can be developed in member $B D$ is $0.02 P .$ If the stress must not exceed $18 \mathrm{ksi}$ and the maximum change in length of $B D$ must not exceed 0.001 times the length of $A B C$, determine the smallest-diameter rod that can be used for member $B D$.

Ajay Singhal
Ajay Singhal
Numerade Educator
03:34

Problem 14

The 4-mm-diameter cable $B C$ is made of a steel with $E=200 \mathrm{GPa}$ Knowing that the maximum stress in the cable must not exceed $190 \mathrm{MPa}$ and that the elongation of the cable must not exceed $6 \mathrm{mm}$ find the maximum load $\mathbf{P}$ that can be applied as shown.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
02:43

Problem 15

A single axial load of magnitude $P=15$ kips is applied at end $C$ of the steel rod $A B C$. Knowing that $E=30 \times 10^{6}$ psi, determine the diameter $d$ of portion $B C$ for which the deflection of point $C$ will be 0.05 in.

Narayan Hari
Narayan Hari
Numerade Educator
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Problem 16

The rod $A B C D$ is made of an aluminum for which $E=70$ GPa. For the loading shown, determine the deflection of $(a)$ point $B,(b)$ point $D$.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
01:16

Problem 17

The specimen shown has been cut from a 5 -mm-thick sheet of vinyl $(E=3.10 \mathrm{GPa})$ and is subjected to a 1.5 -kN tensile load. Determine
$(a)$ the total deformation of the specimen, $(b)$ the deformation of its central portion $B C$.

Anand Jangid
Anand Jangid
Numerade Educator
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Problem 18

The brass tube $A B\left(E=15 \times 10^{6} \mathrm{psi}\right)$ has a cross-sectional area of 0.22 in $^{2}$ and is fitted with a plug at $A$. The tube is attached at $B$ to a rigid plate that is itself attached at $C$ to the bottom of an aluminum cylinder $\left(E=10.4 \times 10^{6} \mathrm{psi}\right)$ with a cross-sectional area of $0.40 \mathrm{in}^{2}$ The cylinder is then hung from a support at $D$. To close the cylinder, the plug must move down through $\frac{3}{64}$ in. Determine the force $\mathbf{P}$ that must be applied to the cylinder.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
02:58

Problem 19

Both portions of the rod $A B C$ are made of an aluminum for which $E=70$ GPa. Knowing that the magnitude of $\mathbf{P}$ is $4 \mathrm{kN}$, determine
(a) the value of $Q$ so that the deflection at $A$ is zero,
(b) the corresponding deflection of $B$.

Anand Jangid
Anand Jangid
Numerade Educator
02:58

Problem 20

The rod $A B C$ is made of an aluminum for which $E=70$ GPa. Know-
ing that $P=6 \mathrm{kN}$ and $Q=42 \mathrm{kN},$ determine the deflection of
$(a)$ point $A,(b)$ point $B$.

Anand Jangid
Anand Jangid
Numerade Educator
04:09

Problem 21

For the steel truss $\left(E=29 \times 10^{6} \mathrm{psi}\right)$ and loading shown, determine the deformations of members $A B$ and $A D,$ knowing that their crosssectional areas are 4.0 in $^{2}$ and 2.8 in $^{2},$ respectively.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
04:09

Problem 22

For the steel truss $\left(E=29 \times 10^{6} \mathrm{psi}\right)$ and loading shown, determine the deformations of members $B D$ and $D E,$ knowing that their crosssectional areas are 2 in $^{2}$ and 3 in $^{2}$, respectively.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
01:43

Problem 23

Members $A B$ and $B E$ of the truss shown consist of 25 -mm-diameter steel rods $(E=200 \mathrm{GPa})$. For the loading shown, determine the elongation of $(a) \operatorname{rod} A B,(b) \operatorname{rod} B E$.

Chai Santi
Chai Santi
Numerade Educator
02:10

Problem 24

The steel frame $(E=200 \mathrm{GPa})$ shown has a diagonal brace $B D$ with an area of $1920 \mathrm{mm}^{2}$. Determine the largest allowable load $\mathbf{P}$ if the change in length of member $B D$ is not to exceed $1.6 \mathrm{mm}$.

Surendra Kumar
Surendra Kumar
Numerade Educator
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Problem 25

Link $B D$ is made of brass $(E=105 \mathrm{GPa})$ and has a cross-sectional area of $240 \mathrm{mm}^{2}$. Link $C E$ is made of aluminum $(E=72 \mathrm{GPa})$ and has a cross-sectional area of $300 \mathrm{mm}^{2}$. Knowing that they support rigid member $A B C,$ determine the maximum force $\mathbf{P}$ that can be applied vertically at point $A$ if the deflection of $A$ is not to exceed $0.35 \mathrm{mm}$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
05:44

Problem 26

Members $A B C$ and $D E F$ are joined with steel links $(E=200 \mathrm{GPa})$ Each of the links is made of a pair of $25 \times 35$ -mm plates. Determine the change in length of $(a)$ member $B E$
, (b) member $C F$.

Narayan Hari
Narayan Hari
Numerade Educator
06:01

Problem 27

Each of the links $A B$ and $C D$ is made of steel $\left(E=29 \times 10^{6} \mathrm{psi}\right)$ and has a uniform rectangular cross section of $\frac{1}{4} \times 1$ in. Knowing that they support rigid member $B C E,$ determine the largest load that $\operatorname{can} \mathrm{be}$ suspended from point $E$ if the deflection of $E$ is not to exceed 0.01 in.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
01:45

Problem 28

The length of the $\frac{3}{32}$ -in.- -diameter steel wire $C D$ has been adjusted so that with no load applied, a gap of $\frac{1}{16}$ in. exists between the end $B$ of the rigid beam $A C B$ and a contact point $E .$ Knowing that $E=29 \times 10^{6} \mathrm{psi}$, determine where a $50-1 \mathrm{b}$ block should be placed on the beam to cause contact between $B$ and $E$.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
05:26

Problem 29

A homogenous cable of length $L$ and uniform cross section is suspended from one end. (a) Denoting by $\rho$ the density (mass per unit volume) of the cable and by $E$ its modulus of elasticity, determine the elongation of the cable due to its own weight. ( $b$ ) Show that the same elongation would be obtained if the cable were horizontal and if a force equal to half of its weight were applied at each end.

Virginia Rauch
Virginia Rauch
Numerade Educator
01:57

Problem 30

The vertical load $\mathbf{P}$ is applied at the center $A$ of the upper section of a homogeneous frustum of a circular cone of height $h,$ minimum radius $a,$ and maximum radius $b$. Denoting by $E$ the modulus of elasticity of the material and neglecting the effect of its weight, determine the deflection of point $A$.

Chai Santi
Chai Santi
Numerade Educator
01:23

Problem 31

Denoting by $\varepsilon$ the "engineering strain" in a tensile specimen, show that the true strain is $e_{t}=\ln (1+\varepsilon)$.

Narayan Hari
Narayan Hari
Numerade Educator
01:33

Problem 32

The volume of a tensile specimen is essentially constant while plastic deformation occurs. If the initial diameter of the specimen is $d_{1}$ show that when the diameter is $d,$ the true strain is $e_{t}=2 \ln \left(d_{1} / d\right)$.

Narayan Hari
Narayan Hari
Numerade Educator
02:59

Problem 33

An axial centric force of magnitude $P=450 \mathrm{kN}$ is applied to the composite block shown by means of a rigid end plate. Knowing that $h=10 \mathrm{mm}$, determine the normal stress in (a) the brass core.
(b) the aluminum plates.

Chai Santi
Chai Santi
Numerade Educator
02:59

Problem 34

For the composite block shown in Prob. 2.33 , determine ( $a$ ) the value of $h$ if the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core,
(b) the total load if the stress in the brass is $80 \mathrm{MPa}$.

Chai Santi
Chai Santi
Numerade Educator
02:02

Problem 35

The 5 -ft concrete post is reinforced with six steel bars, each with a $\frac{7}{8}-$ in , diameter. Knowing that $E_{1}=29 \times 10^{6} \mathrm{psi}$ and $E_{r}=3.6 \times 10^{6} \mathrm{psi}$
determine the normal siresses in the steel and in the concrete when 200 -kip axial centric force is applied to the post.

Naman Kumar
Naman Kumar
Numerade Educator
02:50

Problem 36

For the post in Prob, 2.35 , determine the maximum centric force that can be applied if the allowable normal stress is 15 ksi in the steel and $1.6 \mathrm{ksi}$ in the concrete.

Chai Santi
Chai Santi
Numerade Educator
04:32

Problem 37

An axial force of $60 \mathrm{kN}$ is applicd to the assembly shown by means of rigid end plates. Determine (a) the normal stress in the brass shell,
(b) the corresponding deformation of the assembly.

Chai Santi
Chai Santi
Numerade Educator
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Problem 38

The length of the assembly shown decreases by $0.15 \mathrm{mm}$ when an axial force is applied by means of rigid end plates. Determine
(a) the magnitude of the applied force,
(b) the corresponding stress in the steel core.

Naman Kumar
Naman Kumar
Numerade Educator
View

Problem 39

Two cylindrical rods, $A C$ made of aluminum and $C D$ made of steel, are joined at $C$ and restrained by rigid supports at $A$ and $D$ For the loading shown and knowing that $E_{a}=10.4 \times 10^{6} \mathrm{psi}$ and $E_{s}=29 \times 10^{6} \mathrm{psi},$ determine $(a)$ the reactions at $A$ and $D,(b)$ the deflection of point $C$.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
02:24

Problem 40

Three steel rods $(E=200 \mathrm{GPa})$ support a $36-\mathrm{kN}$ load $\mathbf{P}$. Each of the rods $A B$ and $C D$ has a $200-\mathrm{mm}^{2}$ cross-sectional area, and rod $E F$ has a $625-\mathrm{mm}^{2}$ cross-sectional area. Neglecting the deformation of bar $B E D,$ determine $(a)$ the change in length of $\operatorname{rod} E F,(b)$ the stress in each rod.

Chai Santi
Chai Santi
Numerade Educator
01:22

Problem 41

A brass bolt $\left(E_{b}=15 \times 10^{6} \mathrm{psi}\right)$ of $\frac{3}{8}$ -in. diameter is fitted inside a steel tube $\left(E_{s}=29 \times 10^{6} \mathrm{psi}\right)$ of $\frac{7}{8}$ -in. outer diameter and $\frac{1}{8}$ -in. wall thickness. After the nut has been fit snugly, it is tightened a onequarter full turn. Knowing that the bolt is single-threaded with a 0.1 -in. pitch, determine the normal stress in ( $a$ ) the bolt, ( $b$ ) the tube.

Anand Jangid
Anand Jangid
Numerade Educator
03:10

Problem 42

A steel tube $(E=200 \mathrm{GPa})$ with a 32 -mm outer diameter and a 4-mm wall thickness is placed in a vise, which is adjusted so that its jaws just touch the ends of the tube without exerting pressure on them. The two forces shown are then applied to the tube. After these forces are applied, the vise is adjusted to decrease the distance between its jaws by $0.2 \mathrm{mm}$. Determine ( $a$ ) the forces exerted by the vise on the tube at $A$ and $D,(b)$ the change in length of portion $B C$ of the tube.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
04:32

Problem 43

Each of the rods $B D$ and $C E$ is made of brass $(E=105 \mathrm{GPa})$ and has a cross-sectional area of $200 \mathrm{mm}^{2}$. Determine the deflection of end $A$ of the rigid member $A B C$ caused by the 2 -kN load.

Chai Santi
Chai Santi
Numerade Educator
06:01

Problem 44

The rigid bar $A D$ is supported by two steel wires of $\frac{1}{16}$ -in. diameter $\left(E=29 \times 10^{6} \mathrm{psi}\right)$ and a pin and bracket at $A .$ Knowing that the wires were initially taut, determine (a) the additional tension in each wire when a 220 -lb load $\mathbf{P}$ is applied at $D,(b)$ the corresponding deflection of point $D$.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
06:07

Problem 45

The rigid bar $A B C$ is suspended from three wires of the same material. The cross-sectional area of the wire at $B$ is equal to half of the cross-sectional area of the wires at $A$ and $C .$ Determine the tension in each wire caused by the load $\mathbf{P}$ shown.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
06:01

Problem 46

The rigid bar $A D$ is supported by two steel wires of $\frac{1}{16}$ -in. diameter $\left(E=29 \times 10^{6} \mathrm{psi}\right)$ and a pin and bracket at $D .$ Knowing that the wires were initially taut, determine ( $a$ ) the additional tension in each wire when a 120 -lb load $\mathbf{P}$ is applied at $B,(b)$ the corresponding deflection of point $B$.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
08:53

Problem 47

The assembly shown consists of an aluminum shell $\left(E_{a}=70 \mathrm{GPa}\right.$ $\left.\alpha_{a}=23.6 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ fully bonded to a steel core $\left(E_{x}=200 \mathrm{GPa}\right.$
$\left.\alpha_{s}=11.7 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ and the assembly is unstressed at a temperature of $20^{\circ} \mathrm{C}$. Considering only axial deformations, determine the stress in the aluminum when the temperature reaches $180^{\circ} \mathrm{C}$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
03:36

Problem 48

The brass shell $\left(a_{b}=20.9 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ is fully bonded to the steel core $\left(\alpha_{x}=11.7 \times 10^{-6} /^{\circ} \mathrm{C}\right) .$ Determine the largest allowable increase in temperature if the stress in the steel core is not to exceed 55 MPa.

Saman Zulfiqar
Saman Zulfiqar
Numerade Educator
08:53

Problem 49

The aluminum shell is fully bonded to the brass core, and the assembly is unstressed at a temperature of $78^{\circ} \mathrm{F}$. Considering only axial deformations, determine the stress when the temperature reaches $180^{\circ} \mathrm{F}$ in $(a)$ the brass core,
(b) the aluminum shell.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
02:56

Problem 50

The concrete post $\left(E_{c}=3.6 \times 10^{6} \mathrm{psi} \text { and } \alpha_{c}=5.5 \times 10^{-6} /^{\circ} \mathrm{F}\right)$ is
reinforced with six steel bars, each of $\frac{7}{8}$ -in. diameter $\left(E_{s}=29 \times 10^{6} \mathrm{psi}\right.$ and $a_{s}=6.5 \times 10^{-6} /^{\circ} \mathrm{F}$ ). Determine the normal stresses induced in the steel and in the concrete by a temperature rise of $65^{\circ} \mathrm{F}$.

Chai Santi
Chai Santi
Numerade Educator
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Problem 51

A rod consisting of two cylindrical portions $A B$ and $B C$ is restrained at both ends. Portion $A B$ is made of steel $\left(E_{x}=200 \mathrm{GPa}, \alpha_{x}=11.7 \times\right.$ $\left.10^{-6} /^{\circ} \mathrm{C}\right)$ and portion $B C$ is made of brass $\left(E_{b}=105 \mathrm{GPa}, a_{b}=20.9\right.$
$\left.\times 10^{-6} /^{\circ} \mathrm{C}\right) .$ Knowing that the rod is initially unstressed, determine the compressive force induced in $A B C$ when there is a temperature rise of $50^{\circ} \mathrm{C}$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
View

Problem 52

A rod consisting of two cylindrical portions $A B$ and $B C$ is restrained at both ends. Portion $A B$ is made of steel $\left(E_{x}=29 \times 10^{6} \mathrm{psi}, \alpha_{s}=6.5 \times\right.$ $\left.10^{-6} /^{\circ} \mathrm{F}\right)$ and portion $B C$ is made of aluminum $\left(E_{a}=10.4 \times 10^{6} \mathrm{psi}\right.$
$\alpha_{a}=13.3 \times 10^{-6} /^{\circ} \mathrm{F}$. Knowing that the rod is initially unstressed, determine $(a)$ the normal stresses induced in portions $A B$ and $B C$ by a temperature rise of $70^{\circ} \mathrm{F}$, ( $b$ ) the corresponding deflection of point $B$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
03:37

Problem 53

Solve Prob. $2.52,$ assuming that portion $A B$ of the composite rod is made of aluminum and portion $B C$ is made of steel.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
01:28

Problem 54

The steel rails of a railroad track $\left(E_{s}=200 \mathrm{GPa}, \alpha_{s}=11.7 \times\right.$ $\left.10^{-6} /^{\circ} \mathrm{C}\right)$ were laid at a temperature of $6^{\circ} \mathrm{C}$. Determine the normal stress in the rails when the temperature reaches $48^{\circ} \mathrm{C}$, assuming that the rails $(a)$ are welded to form a continuous track, $(b)$ are $10 \mathrm{m}$ long with $3-\mathrm{mm}$ gaps between them.

Prabhu Ramji
Prabhu Ramji
Numerade Educator
02:29

Problem 55

Two steel bars $\left(E_{x}=200 \mathrm{GPa} \text { and } \alpha_{x}=11.7 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ are used
to reinforce a brass bar $\left(E_{b}=105 \mathrm{GPa}, \alpha_{b}=20.9 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ that
is subjected to a load $P=25 \mathrm{kN}$. When the steel bars were fabricated, the distance between the centers of the holes that were to fit on the pins was made $0.5 \mathrm{mm}$ smaller than the $2 \mathrm{m}$ needed. The steel bars were then placed in an oven to increase their length so that they would just fit on the pins. Following fabrication, the temperature in the steel bars dropped back to room temperature. Determine $(a)$ the increase in temperature that was required to fit the steel bars on the pins,
(b) the stress in the brass bar after the load is applied to it.

Chai Santi
Chai Santi
Numerade Educator
01:22

Problem 56

Determine the maximum load $P$ that can be applied to the brass bar of Prob. 2.55 if the allowable stress in the steel bars is $30 \mathrm{MPa}$ and the allowable stress in the brass bar is $25 \mathrm{MPa}$.

Anand Jangid
Anand Jangid
Numerade Educator
View

Problem 57

An aluminum rod $\left(E_{a}=70 \mathrm{GPa}, \alpha_{a}=23.6 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ and a steel
$\operatorname{link}\left(E_{s}=200 \mathrm{GPa}, \alpha_{x}=11.7 \times 10^{-6} /^{\circ} \mathrm{C}\right)$ have the dimensions
shown at a temperature of $20^{\circ} \mathrm{C}$. The stecl link is heated until the aluminum rod can be fitted freely into the link. The temperature of the whole assembly is then raised to $150^{\circ} \mathrm{C}$. Determine the final normal stress in $(a)$ the rod, $(b)$ the link.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
06:34

Problem 58

Knowing that a 0.02 -in. gap exists when the temperature is $75^{\circ} \mathrm{F}$, determine (a) the temperature at which the normal stress in the aluminum bar will be equal to -11 ksi, (b) the corresponding exact length of the aluminum bar.

Narayan Hari
Narayan Hari
Numerade Educator
02:43

Problem 59

Determine ( $a$ ) the compressive force in the bars shown after a temperature rise of $180^{\circ} \mathrm{F}$, ( $b$ ) the corresponding change in length of the bronze bar.

Chai Santi
Chai Santi
Numerade Educator
06:34

Problem 60

At room temperature $\left(20^{\circ} \mathrm{C}\right)$ a 0.5 -mm gap exists between the ends of the rods shown. At a later time when the temperature has reached $140^{\circ} \mathrm{C},$ determine $(a)$ the normal stress in the aluminum rod, $(b)$ the change in length of the aluminum rod.

Narayan Hari
Narayan Hari
Numerade Educator
07:23

Problem 61

In a standard tensile test, a steel rod of $\frac{z}{3}$ -in. diameter is subjected to tension force of 17 kips. Knowing that $\nu=0.30$ and $E=29 \times 10^{2} \mathrm{psi}$ determine (a) the elongation of the rod in an 8 -in. gage length, $(b)$ the change in diameter of the rod.

Willis James
Willis James
Numerade Educator
01:29

Problem 62

A $2-\mathrm{m}$ length of an aluminum pipe of 240 -mm outer diameter and 10-mm wall thickness is used as a short column to carry a $640-\mathrm{kN}$ centric axial load, Knowing that $E=73 \mathrm{GPa}$ and $\nu=0.33$, determine
(a) the change in length of the pipe.
(b) the change in its outer diameter, $(c)$ the change in its wall thickness.

Anand Jangid
Anand Jangid
Numerade Educator
01:46

Problem 63

The change in diameter of a large steel bolt is carefully measured as the nut is tightened. Knowing that $E=200 \mathrm{GPa}$ and $\nu=0.30$ determine the internal force in the bolt if the diameter is observed to decrease by $13 \mu \mathrm{m}$.

Naman Kumar
Naman Kumar
Numerade Educator
07:23

Problem 64

A 2.75 -kN tensile load is applied to a test coupon made from $1.6-\mathrm{mm}$ flat steel plate $(E=200 \mathrm{GPa}, \nu=0.30) .$ Determine the resulting change in (a) the 50-mm gage length.
(b) the width of portion $A B$ of the test coupon, (c) the thickness of portion $A B$
$(d)$ the cross sectional area of portion $A B$.

Willis James
Willis James
Numerade Educator
07:23

Problem 65

In a standard tensile test, an aluminum rod of 20 -mm diameter is subjected to a tension force of $P=30 \mathrm{kN}$. Knowing that $\nu=0.35$ and $E=70 \mathrm{GPa}$, determine (a) the elongation of the rod in a $150-\mathrm{mm}$ gage length, $(b)$ the change in diameter of the rod.

Willis James
Willis James
Numerade Educator
01:17

Problem 66

A line of slope 4: 10 has been scribed on a cold-rolled yellow-brass plate, 6 in. wide and $\frac{1}{4}$ in. thick. Knowing that $E=15 \times 10^{6}$ psi and $\nu=0.34,$ determine the slope of the line when the plate is subjected to a 45 -kip centric axial load as shown.

Dominador Tan
Dominador Tan
Numerade Educator
01:29

Problem 67

The brass rod $A D$ is fitted with a jacket that is used to apply a hydrostatic pressure of $48 \mathrm{MPa}$ to the 240 -mm portion $B C$ of the rod. Knowing that $E=105 \mathrm{GPa}$ and $\nu=0.33,$ determine ( $a$ ) the change in the total length $A D$
(b) the change in diameter at the middle of the rod.

Anand Jangid
Anand Jangid
Numerade Educator
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Problem 68

A fabric used in air-inflated structures is subjected to a biaxial loading that results in normal stresses $\sigma_{x}=18$ ksi and $\sigma_{z}=24$ ksi. Knowing that the properties of the fabric can be approximated as $E$ $=12.6 \times 10^{6} \mathrm{psi}$ and $\nu=0.34,$ determine the change in length of
, $(b)$ side $B C,(c)$ diagonal $A C$
$(a)$ side $A B$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
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Problem 69

A $1-$ in. square was scribed on the side of a large steel pressure ves-
sel. After pressurization the biaxial stress condition at the square is as shown. Knowing that $E=29 \times 10^{6}$ psi and $\nu=0.30,$ determine the change in length of $(a)$ side $A B,(b)$ side $B C,(c)$ diagonal $A C$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
01:18

Problem 70

The block shown is made of a magnesium alloy for which $E=45 \mathrm{GPa}$ and $\nu=0.35 .$ Knowing that $\sigma_{x}=-180$ MPa, determine (a) the magnitude of $\sigma_{y}$ for which the change in the height of the block will be zero, (b) the corresponding change in the area of the face $A B C D$
(c) the corresponding change in the volume of the block.

Hast Aggarwal
Hast Aggarwal
Numerade Educator
02:54

Problem 71

The homogeneous plate $A B C D$ is subjected to a biaxial loading as shown. It is known that $\sigma_{z}=\sigma_{0}$ and that the change in length of the plate in the $x$ direction must be zero, that is, $\varepsilon_{x}=0 .$ Denoting by $E$ the modulus of elasticity and by $\nu$ Poisson's ratio, determine (a) the required magnitude of $\sigma_{x},(b)$ the ratio $\sigma_{0} / \varepsilon_{z}$.

Chai Santi
Chai Santi
Numerade Educator
02:36

Problem 72

For a member under axial loading, express the normal strain $\varepsilon^{\prime}$ in a direction forming an angle of $45^{\circ}$ with the axis of the load in terms of the axial strain $\varepsilon_{x}$ by $(a)$ comparing the hypotenuses of the triangles shown in Fig. $2.43,$ which represent respectively an element before and after deformation,
(b) using the values of the corresponding stresses $\sigma^{\prime}$ and $\sigma_{x}$ shown in Fig. $1.38,$ and the generalized Hooke's law.

Ameer Said
Ameer Said
Numerade Educator
01:27

Problem 73

In many situations it is known that the normal stress in a given direction is zero. For example, $\sigma_{z}=0$ in the case of the thin plate shown. For this case, which is known as plane stress, show that if the strains $\varepsilon_{x}$ and $\varepsilon_{y}$ have been determined experimentally, we can express $\sigma_{x}, \sigma_{y}$ and $\varepsilon_{z}$ as follows:
$$\begin{aligned}
\sigma_{x}=& E \frac{\varepsilon_{x}+\nu \varepsilon_{y}}{1-\nu^{2}} \\
\sigma_{y}=& E \frac{\varepsilon_{y}+\nu \varepsilon_{x}}{1-\nu^{2}} \\
\varepsilon_{z}=&-\frac{\nu}{1-\nu}\left(\varepsilon_{x}+\varepsilon_{y}\right)
\end{aligned}$$

Chai Santi
Chai Santi
Numerade Educator
02:20

Problem 74

In many situations physical constraints prevent strain from occurring in a given direction. For example, $\varepsilon_{z}=0$ in the case shown, where longitudinal movement of the long prism is prevented at every point. Plane sections perpendicular to the longitudinal axis remain plane and the same distance apart. Show that for this situation, which is known as plane strain, we can express $\sigma_{z}, \varepsilon_{x},$ and $\varepsilon_{y}$ as follows:
$$\begin{aligned}
\sigma_{z} &=\nu\left(\sigma_{x}+\sigma_{y}\right) \\
\varepsilon_{x} &=\frac{1}{E}\left[\left(1-\nu^{2}\right) \sigma_{x}-\nu(1+\nu) \sigma_{y}\right] \\
\varepsilon_{y} &=\frac{1}{E}\left[\left(1-\nu^{2}\right) \sigma_{y}-\nu(1+\nu) \sigma_{x}\right]
\end{aligned}$$

Surendra Kumar
Surendra Kumar
Numerade Educator
02:27

Problem 75

The plastic block shown is bonded to a rigid support and to a vertical plate to which a 55 -kip load $\mathbf{P}$ is applied. Knowing that for the plastic used $G=150 \mathrm{ksi}$, determine the deflection of the plate.

Janielle Madlansacay
Janielle Madlansacay
Numerade Educator
06:41

Problem 76

What load $\mathbf{P}$ should be applied to the plate of Prob. 2.75 to produce a $\frac{1}{16}$ -in. deflection?

Vidhi Bhatt
Vidhi Bhatt
Numerade Educator
02:04

Problem 77

Two blocks of rubber with a modulus of rigidity $G=12$ MPa are bonded to rigid supports and to a plate $A B .$ Knowing that $c=100 \mathrm{mm}$ and $P=45 \mathrm{kN},$ determine the smallest allowable dimensions and $b$ of the blocks if the shearing stress in the rubber is not to exceed $1.4 \mathrm{MPa}$ and the deflection of the plate is to be at least $5 \mathrm{mm}$.

Manish Jain
Manish Jain
Numerade Educator
02:04

Problem 78

Two blocks of rubber with a modulus of rigidity $G=10$ MPa are bonded to rigid supports and to a plate $A B .$ Knowing that $b=200 \mathrm{mm}$ and $c=125 \mathrm{mm},$ determine the largest allowable load $P$ and the smallest allowable thickness a of the blocks if the shearing stress in the rubber is not to exceed $1.5 \mathrm{MPa}$ and the deflection of the plate is to be at least $6$ $\mathrm{mm}$.

Manish Jain
Manish Jain
Numerade Educator
06:27

Problem 79

An elastomeric bearing $(G=130 \mathrm{psi})$ is used to support a bridge girder as shown to provide flexibility during earthquakes. The beam must not displace more than $\frac{3}{8}$ in. when a 5 -kip lateral load is applied as shown. Knowing that the maximum allowable shearing stress is 60 psi, determine $(a)$ the smallest allowable dimension $b,(b)$ the smallest required thickness $a$.

Rashmi Sinha
Rashmi Sinha
Numerade Educator
04:48

Problem 80

For the elastomeric bearing in Prob. 2.79 with $b=10$ in. and $a=1$ in., determine the shearing modulus $G$ and the shear stress $\tau$ for a maximum lateral load $P=5$ kips and a maximum displacement $\delta=0.4$ in.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
02:27

Problem 81

Two blocks of rubber, each of width $w=60 \mathrm{mm},$ are bonded to rigid supports and to the movable plate $A B$. Knowing that a force of magnitude $P=19 \mathrm{kN}$ causes a deflection $\delta=3 \mathrm{mm}$ of plate $A B,$ determine the modulus of rigidity of the rubber used.

Janielle Madlansacay
Janielle Madlansacay
Numerade Educator
07:48

Problem 82

Two blocks of rubber with a modulus of rigidity $G=7.5$ MPa are bonded to rigid supports and to the movable plate $A B .$ Denoting by $P$ the magnitude of the force applied to the plate and by $\delta$ the corresponding deflection, and knowing that the width of each block is $w=80 \mathrm{mm},$ determine the effective spring constant, $k=P / \delta$ of the system.

Luis Rios
Luis Rios
Numerade Educator
01:41

Problem 83

A 6 -in.-diameter solid steel sphere is lowered into the ocean to a point where the pressure is $7.1 \mathrm{ksi}$ (about 3 miles below the surface). Knowing that $E=29 \times 10^{6}$ psi and $\nu=0.30,$ determine
(a) the decrease in diameter of the sphere, (b) the decrease in volume of the sphere,
(c) the percent increase in the density of the sphere.

Ajay Singhal
Ajay Singhal
Numerade Educator
02:40

Problem 84

(a) For the axial loading shown, determine the change in height and the change in volume of the brass cylinder shown.
(b) Solve part $a,$ assuming that the loading is hydrostatic with $\sigma_{x}=\sigma_{y}=\sigma_{z}=$ $-70 \mathrm{MPa}$.

Akshaya Rs
Akshaya Rs
Numerade Educator
03:18

Problem 85

Determine the dilatation $e$ and the change in volume of the 8 -in. Iength of the rod shown if $(a)$ the rod is made of steel with $E=$ $29 \times 10^{6}$ psi and $\nu=0.30,(b)$ the rod is made of aluminum with $E=10.6 \times 10^{6} \mathrm{psi}$ and $\nu=0.35$.

Chai Santi
Chai Santi
Numerade Educator
01:59

Problem 86

Determine the change in volume of the 50 -mm gage length segment $A B$ in Prob. 2.64 ( $a$ ) by computing the dilatation of the material,
(b) by subtracting the original volume of portion $A B$ from its final volume.

Ma Ednelyn Lim
Ma Ednelyn Lim
Numerade Educator
02:51

Problem 87

A vibration isolation support consists of a rod $A$ of radius $R_{1}=10 \mathrm{mm}$ and a tube $B$ of inner radius $R_{2}=25 \mathrm{mm}$ bonded to an 80 -mm-long hollow rubber cylinder with a modulus of rigidity $G=12 \mathrm{MPa}$ Determine the largest allowable force $\mathbf{P}$ that can be applied to rod $A$ if its deflection is not to exceed $2.50$ $\mathrm{mm}$.

Satpal Satpal
Satpal Satpal
Numerade Educator
02:03

Problem 88

A vibration isolation support consists of a rod $A$ of radius $R_{1}$ and $a$ tube $B$ of inner radius $R_{2}$ bonded to an 80 -mm-long hollow rubber cylinder with a modulus of rigidity $G=10.93 \mathrm{MPa}$. Determine the required value of the ratio $R_{2} / R_{1}$, if a 10 -kN force $\mathbf{P}$ is to cause a $2-m m$ deflection of rod $A$.

Vysakh M
Vysakh M
Numerade Educator
01:10

Problem 89

The material constants $E, G, k,$ and $\nu$ are related by Eqs. (2.24) and (2,34) . Show that any one of the constants may be expressed in terms of any other two constants. For example, show that
$(a) k=G E /(9 G-3 E)$ and
(b) $\nu=(3 k-2 G) /(6 k+2 G)$.

Manik Pulyani
Manik Pulyani
Numerade Educator
01:33

Problem 90

Show that for any given material, the ratio $G / E$ of the modulus of rigidity over the modulus of elasticity is always less than $\frac{1}{2}$ but more than $\frac{1}{5}$ [Hint: Refer to Eq. (2.34) and to Sec. $2.6 .$]

Manik Pulyani
Manik Pulyani
Numerade Educator
04:51

Problem 91

A composite cube with 40 -mm sides and the properties shown is made with glass polymer fibers aligned in the $x$ direction. The cube is constrained against deformations in the $y$ and $z$ directions and is subjected to a tensile load of $65 \mathrm{kN}$ in the $x$ direction. Determine (a) the change in the length of the cube in the $x$ direction and $(b)$ the stresses $\sigma_{x+} \sigma_{y},$ and $\sigma_{z}$.

Chai Santi
Chai Santi
Numerade Educator
04:24

Problem 92

The composite cube of Prob. 2.91 is constrained against deformation in the $z$ direction and elongated in the $x$ direction by $0.035 \mathrm{mm}$ due to a tensile load in the $x$ direction. Determine
(a) the stresses $\sigma_{x}, \sigma_{y},$ and $\sigma_{t}$ and
(b) the change in the dimension in the $y$ direction.

Hunza Gilgit
Hunza Gilgit
Numerade Educator
01:22

Problem 93

Knowing that, for the plate shown, the allowable stress is $125 \mathrm{MPa}$ determine the maximum allowable value of $P$ when $(a) r=12 \mathrm{mm}$
(b) $r=18 \mathrm{mm}$.

Kratika Bhadauria
Kratika Bhadauria
Numerade Educator
02:19

Problem 94

Knowing that $P=38 \mathrm{kN}$, determine the maximum stress when
$(a) r=10 \mathrm{mm}$,
(b) $r=16 \mathrm{mm}$,
(c) $r=18 \mathrm{mm}$.

Chai Santi
Chai Santi
Numerade Educator
01:44

Problem 95

A hole is to be drilled in the plate at $A$. The diameters of the bits available to drill the hole range from $\frac{1}{2}$ to $1 \frac{1}{2}$ in. in $\frac{1}{2}$ -in. increments. If the allowable stress in the plate is $21 \mathrm{ksi}$, determine $(a)$ the diameter $d$ of the largest bit that can be used if the allowable load $\mathbf{P}$ at the hole is to exceed that at the fillets, ( $b$ ) the corresponding allowable load $\mathbf{P}$.

Supratim Pal
Supratim Pal
Numerade Educator
01:44

Problem 96

(a) For $P=13$ kips and $d=\frac{1}{2}$ in. determine the maximum stress in the plate shown.
(b) Solve part $a$, assuming that the hole at $A$ is not drilled.

Supratim Pal
Supratim Pal
Numerade Educator
01:22

Problem 97

Knowing that, for the plate shown, the allowable stress is $120 \mathrm{MPa}$ determine the maximum allowable value of the centric axial load $\mathbf{P}$.

Kratika Bhadauria
Kratika Bhadauria
Numerade Educator
01:44

Problem 98

Two holes have beca drilled through a long stecl bar that is subjected to a centric axial load as shown. For $P=32$ kN, determine the maximum stress $(a)$ at $A,(b)$ at $B$.

Supratim Pal
Supratim Pal
Numerade Educator
01:22

Problem 99

(a) Knowing that the allowable stress is $20 \mathrm{ksi}$, determine the maximum allowable magnitude of the centric load $P$. ( $b$ ) Determine the percent change in the maximum allowable magnitude of $P$ if the raised portions are removed at the ends of the specimen.

Kratika Bhadauria
Kratika Bhadauria
Numerade Educator
02:10

Problem 100

A centric axial force is applied to the steel bar shown. Knowing that $\sigma_{\text {all }}=20 \mathrm{ksi}$, determine the maximum allowable load $\mathbf{P}$.

Chai Santi
Chai Santi
Numerade Educator
01:33

Problem 101

The cylindrical rod $A B$ has a length $L=5 \mathrm{ft}$ and a 0.75 -in. diameter it is made of a mild steel that is assumed to be elastoplastic with $E=29 \times 10^{6} \mathrm{psi}$ and $\sigma_{Y}=36 \mathrm{ksi} .$ A force $\mathbf{P}$ is applied to the bar and then removed to give it a permanent set $\delta_{P}$. Determine the maximum value of the force $\mathbf{P}$ and the maximum amount $\delta_{m}$ by which the bar should be stretched if the desired value of $\delta_{P}$ is $(a) 0.1$ in.
(b) 0.2 in.

Dominador Tan
Dominador Tan
Numerade Educator
01:33

Problem 102

The cylindrical rod $A B$ has a length $L=6 \mathrm{ft}$ and a 1.25 -in. diameter it is made of a mild steel that is assumed to be elastoplastic with $E=29 \times 10^{6} \mathrm{psi}$ and $\sigma_{\mathrm{y}}=36 \mathrm{ksi} .$ A force $\mathbf{P}$ is applied to the bar
until end $A$ has moved down by an amount $\delta_{m}$ Determine the maximum value of the force $\mathbf{P}$ and the permanent set of the bar after the force has been removed, knowing $(a) \delta_{m}=0.125$ in., $(b) \delta_{m}=0.250$ in.

Dominador Tan
Dominador Tan
Numerade Educator
01:33

Problem 103

Rod $A B$ is made of a mild steel that is assumed to be elastoplastic with $E=200 \mathrm{GPa}$ and $\sigma_{y}=345$ MPa. After the rod has been attached to the rigid lever $C D$, it is found that end $C$ is $6 \mathrm{mm}$ too high. A vertical force $Q$ is then applied at $C$ until this point has moved to position $C^{\prime}$. Determine the required magnitude of $\mathbf{Q}$ and the deflection $\delta_{1}$ if the lever is to snap back to a horizontal position after $\mathbf{Q}$ is removed.

Dominador Tan
Dominador Tan
Numerade Educator
01:06

Problem 104

Solve Prob. $2.103,$ assuming that the yield point of the mild steel is $250 \mathrm{MPa}$.

Manik Pulyani
Manik Pulyani
Numerade Educator
01:33

Problem 105

Rod $A B C$ consists of two cylindrical portions $A B$ and $B C ;$ it is made of a mild steel that is assumed to be elastoplastic with $E=200 \mathrm{GPa}$ and $\sigma_{Y}=250 \mathrm{MPa}$. A force $\mathbf{P}$ is applied to the rod and then removed to give it a permanent set $\delta_{P}=2 \mathrm{mm}$. Determine the maximum value of the force $\mathbf{P}$ and the maximum amount $\delta_{m}$ by which the rod should be stretched to give it the desired permanent set.

Dominador Tan
Dominador Tan
Numerade Educator
01:33

Problem 106

Rod $A B C$ consists of two cylindrical portions $A B$ and $B C ;$ it is made of a mild steel that is assumed to be elastoplastic with $E=200 \mathrm{GPa}$ and $\sigma_{Y}=250$ MPa. A force $\mathbf{P}$ is applied to the rod until its end $A$ has moved down by an amount $\delta_{m}=5 \mathrm{mm}$. Determine the maximum value of the force $\mathbf{P}$ and the permanent set of the rod after the force has been removed.

Dominador Tan
Dominador Tan
Numerade Educator
01:33

Problem 107

Rod $A B$ consists of two cylindrical portions $A C$ and $B C$, each with a cross-sectional area of $1750 \mathrm{mm}^{2}$. Portion $A C$ is made of a mild steel with $E=200 \mathrm{GPa}$ and $\sigma_{Y}=250 \mathrm{MPa}$, and portion $B C$ is made of a high-strength steel with $E=200 \mathrm{GPa}$ and $\sigma_{Y}=345 \mathrm{MPa}$. A load $\mathbf{P}$ is applied at $C$ as shown. Assuming both steels to be elastoplastic, determine ( $a$ ) the maximum deflection of $C$ if $P$ is gradually increased from zero to $975 \mathrm{kN}$ and then reduced back to zero,
(b) the maximum stress in each portion of the rod,
$(c)$ the permanent deflection of $C$.

Dominador Tan
Dominador Tan
Numerade Educator
04:00

Problem 108

For the composite rod of Prob. 2.107 , if $P$ is gradually increased from zero until the deflection of point $C$ reaches a maximum value of $\delta_{m}=0.3 \mathrm{mm}$ and then decreased back to zero, determine (a) the maximum value of $P,(b)$ the maximum stress in each portion of the rod,
$(c)$ the permanent deflection of $C$ after the load is removed.

Surendra Kumar
Surendra Kumar
Numerade Educator
04:51

Problem 109

Each cable has a cross-sectional area of $100 \mathrm{mm}^{2}$ and is made of an elastoplastic material for which $\sigma_{Y}=345 \mathrm{MPa}$ and $E=200 \mathrm{GPa} . \mathrm{A}$ force $\mathbf{Q}$ is applied at $C$ to the rigid bar $A B C$ and is gradually increased from 0 to $50 \mathrm{kN}$ and then reduced to zero. Knowing that the cables were initially taut, determine ( $a$ ) the maximum stress that occurs in cable $B D$
(b) the maximum deflection of point $C,(c)$ the final displacement of point $C .$ (Hint: In part $c$, cable $C E$ is not taut.)

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
01:35

Problem 110

Solve Prob. $2.109,$ assuming that the cables are replaced by rods of the same cross-sectional area and material. Further assume that the
rods are braced so that they can carry compressive forces.

Dominador Tan
Dominador Tan
Numerade Educator
01:33

Problem 111

Two tempered-steel bars, each $\frac{3}{16}$ in. thick, are bonded to a $\frac{1}{2}$ -in. mildsteel bar. This composite bar is subjected as shown to a centric axial load of magnitude $P$. Both steels are elastoplastic with $E=29 \times 10^{6} \mathrm{psi}$ and with yield strengths equal to $100 \mathrm{ksi}$ and $50 \mathrm{ksi}$, respectively, for the tempered and mild steel. The load $P$ is gradually increased from zero until the deformation of the bar reaches a maximum value $\delta_{m}=0.04$ in. and then decreased back to zero. Determine (a) the maximum value of $P,(b)$ the maximum stress in the tempered-steel bars,
$(c)$ the permanent set after the load is removed.

Dominador Tan
Dominador Tan
Numerade Educator
01:55

Problem 112

For the composite bar of Prob. 2.111 , if $P$ is gradually increased from zero to 98 kips and then decreased back to zero, determine
(a) the maximum deformation of the bar, ( $b$ ) the maximum stress in the tempered-steel bars, $(c)$ the permanent set after the load is removed.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
02:54

Problem 113

The rigid bar $A B C$ is supported by two links, $A D$ and $B E$, of uniform $37.5 \times 6-\mathrm{mm}$ rectangular cross section and made of a mild steel that is assumed to be elastoplastic with $E=200 \mathrm{GPa}$ and $\sigma_{Y}=250 \mathrm{MPa}$ The magnitude of the force $Q$ applied at $B$ is gradually increased from zero to $260 \mathrm{kN}$. Knowing that $a=0.640 \mathrm{m}$, determine ( $a$ ) the value of the normal stress in each link, ( $b$ ) the maximum deflection of point $B$.

Naman Kumar
Naman Kumar
Numerade Educator
01:58

Problem 114

Solve Prob. $2.113,$ knowing that $a=1.76 \mathrm{m}$ and that the magnitude of the force $Q$ applied at $B$ is gradually increased from zero to 135 kN.

Eric Mockensturm
Eric Mockensturm
Numerade Educator
02:49

Problem 115

Solve Prob. $2.113,$ assuming that the magnitude of the force $Q$ applied at $B$ is gradually increased from zero to $260 \mathrm{kN}$ and then decreased back to zero. Knowing that $a=0.640 \mathrm{m},$ determine $(a)$ the residual stress in each link, $(b)$ the final deflection of point $B$ Assume that the links are braced so that they can carry compressive forces without buckling.

Khoobchandra Agrawal
Khoobchandra Agrawal
Numerade Educator
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Problem 116

A uniform steel rod of cross-sectional area $A$ is attached to rigid supports and is unstressed at a temperature of $45^{\circ} \mathrm{F}$. The steel is assumed to be elastoplastic with $\sigma_{y}=36 \mathrm{ksi}$ and $E=29 \times 10^{6} \mathrm{psi}$ Knowing that $\alpha=6.5 \times 10^{-6} /^{\circ} \mathrm{F}$, determine the stress in the bar
(a) when the temperature is raised to $320^{\circ} \mathrm{F}$,
(b) after the temperature has returned to $45^{\circ} \mathrm{F}$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
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Problem 117

The steel rod $A B C$ is attached to rigid supports and is unstressed at a temperature of $25^{\circ} \mathrm{C}$. The stecl is assumed elastoplastic with $E=200$ GPa and $a_{y}=250$ MPa. The temperature of both portions of the rod is then raised to $150^{\circ} \mathrm{C}$. Knowing that $\alpha=11.7 \times 10^{-6} /^{\circ} \mathrm{C}$ determine $(a)$ the stress in both portions of the rod, $(b)$ the deflection of point $C$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
01:06

Problem 118

Solve Prob. 2.117 , assuming that the temperature of the rod is raised
to $150^{\circ} \mathrm{C}$ and then returned to $25^{\circ} \mathrm{C}$.

Hast Aggarwal
Hast Aggarwal
Numerade Educator
01:18

Problem 119

For the composite bar of Prob. 2.111 , determine the residual stresses in the tempered-steel bars if $P$ is gradually increased from zero to 98 kips and then decreased back to zero.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
01:07

Problem 120

For the composite bar in Prob. 2,111 , determine the residual stresses in the tempered-steel bars if $P$ is gradually increased from zero until the deformation of the bar reaches a maximum value $\delta_{m}=0.04$ in. and is then decreased back to zero.

Anand Jangid
Anand Jangid
Numerade Educator
03:42

Problem 121

Narrow bars of aluminum are bonded to the two sides of a thick steel plate as shown. Initially, at $T_{1}=70^{\circ} \mathrm{F}$, all stresses are zero. Knowing that the temperature will be slowly raised to $T_{2}$ and then reduced to $T_{1},$ determine
(a) the highest temperature $T_{2}$ that does nor result in residual stresses.
(b) the temperature $T_{2}$ that will result in a residual stress in the aluminum equal to 58 ksi. Assume $a_{a}=12.8 \times 10^{-6} /^{\circ} \mathrm{F}$ for the aluminum and $a_{x}=6.5 \times 10^{-6} /^{\circ} \mathrm{F}$ for the steel. Further assume that the aluminum is clastoplastic with $E=10.9 \times 10^{6} \mathrm{psi}$ and $a_{y}=58 \mathrm{ksi}$. (Hint: Neglect the small stresses in the plate.)

Chai Santi
Chai Santi
Numerade Educator
01:26

Problem 122

Bar $A B$ has a cross-scctional area of $1200 \mathrm{mm}^{2}$ and is made of a steel that is assumed to be clastoplastic with $E=200$ GPa and $\sigma_{y}=250$ MPa. Knowing that the force $\mathbf{F}$ increases from 0 to $520 \mathrm{kN}$ and then decreases to zero, determine
(a) the permanent deflection of point $C,(b)$ the residual stress in the bar.

Narayan Hari
Narayan Hari
Numerade Educator
02:07

Problem 123

Solve Prob. $2.122,$ assuming that $a=180$ $\mathrm{mm}$.

Jonathon Brumley
Jonathon Brumley
Numerade Educator
02:30

Problem 124

The uniform wire $A B C$, of unstretched length $2 l$, is attached to the supports shown and a vertical load $\mathbf{P}$ is applied at the midpoint $B$. Denoting by $A$ the cross-sectional area of the wire and by $E$ the modulus of elasticity, show that, for $\delta \ll I$ the deflection at the midpoint $B$ is
\[
\delta=l \sqrt[3]{\frac{P}{A E}}
\]

Yuva S
Yuva S
Numerade Educator
03:55

Problem 125

The aluminum rod $A B C\left(E=10.1 \times 10^{6} \mathrm{psi}\right)$, which consists of two cylindrical portions $A B$ and $B C$, is to be replaced with a cylindrical steel rod $D E$ $$\left(E=29 \times 10^{6} \mathrm{psi}\right)$$ of the same overall length. Determine the minimum required diameter $d$ of the steel rod if its vertical deformation is not to exceed the deformation of the aluminum rod under the same load and if the allowable stress in the steel rod is not to exceed 24 ksi.

Surjit Tewari
Surjit Tewari
Numerade Educator
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Problem 126

Two solid cylindrical rods are joined at $B$ and loaded as shown. Rod $A B$ is made of steel $\left(E=29 \times 10^{6} \mathrm{psi}\right)$, and rod $B C$ of brass $\left(E=15 \times 10^{6} \mathrm{psi}\right)$. Determine (a) the total deformation of the composite rod $A B C,(b)$ the deflection of point $B$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
View

Problem 127

Two solid cylindrical rods are joined at $B$ and loaded as shown. Rod $A B$ is made of steel $\left(E=29 \times 10^{6} \mathrm{psi}\right)$, and rod $B C$ of brass $\left(E=15 \times 10^{6} \mathrm{psi}\right)$. Determine (a) the total deformation of the composite rod $A B C,(b)$ the deflection of point $B$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
02:36

Problem 128

The specimen shown is made from a 1 -in -diameter cylindrical steel rod with two 1.5 -in.-outer diameter sleeves bonded to the red as shown. Knowing that $E=29 \times 10^{6} \mathrm{psi}$, determine (a) the load $\mathrm{P}$ so that the foral deformation is 0.002 in
(b) the corresponding deformation of the central portion $B C$.

Ameer Said
Ameer Said
Numerade Educator
01:09

Problem 129

Each of the four vertical links connecting the two rigid horizontal members is made of aluminum $(E=70 \mathrm{GPa})$ and has a uniform rectangular cross section of $10 \times 40 \mathrm{mm}$. For the loading shown, determine the deflection of $(a)$ point $E,(b)$ point $F,(c)$ point $G$.

Kratika Bhadauria
Kratika Bhadauria
Numerade Educator
03:01

Problem 130

The 4.5 -ft concrete post is reinforced with six steel bars, each with
a $1^{\frac{1}{8}}-$ in a diameter, Knowing that $E_{n}=29 \times 10^{6} \mathrm{psi}$ and $E_{\mathrm{e}}=4.2 \times$ $10^{6}$ psi, determine the normal stresses in the stecl and in the concrete when a 350 -kip axial centric force $\mathbf{P}$ is applicd to the post.

Chai Santi
Chai Santi
Numerade Educator
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Problem 131

The steel rods $B E$ and $C D$ each have a 16 -mm diameter $(E=200 \mathrm{GPa})$ the ends of the rods are single-threaded with a pitch of $2.5 \mathrm{mm}$ Knowing that after being snugly fitted, the nut at $C$ is tightened one full turn, determine ( $a$ ) the tension in rod $C D,(b)$ the deflection of point $C$ of the rigid member $A B C$.

Susan Hallstrom
Susan Hallstrom
Numerade Educator
04:11

Problem 132

A polystyrene rod consisting of two cylindrical portions $A B$ and $B C$ is restrained at both ends and supports two 6 -kip loads as shown. Knowing that $E=0.45 \times 10^{6} \mathrm{psi}$, determine (a) the reactions at $A$ and $C,(b)$ the normal stress in each portion of the rod.

Eric Mockensturm
Eric Mockensturm
Numerade Educator
02:27

Problem 133

The plastic block shown is bonded to a fixed base and to a horizontal rigid plate to which a force $\mathbf{P}$ is applied. Knowing that for the plastic used $G=55$ ksi, determine the deflection of the plate when $P=9$ kips.

Janielle Madlansacay
Janielle Madlansacay
Numerade Educator
02:54

Problem 134

The aluminum test specimen shown is subjected to two equal and opposite centric axial forces of magnitude $P$
(a) Knowing that $E=70 \mathrm{GPa}$ and $\sigma_{\mathrm{all}}=200 \mathrm{MPa}$, determine the maximum allowable value of $P$ and the corresponding total clongation of the specimen.
(b) Solve part $a$, assuming that the specimen has been replaced by an aluminum bar of the same length and a uniform $60 \times 15$ -mm rectangular cross section.

Naman Kumar
Naman Kumar
Numerade Educator
02:48

Problem 135

The uniform rod $B C$ has cross-sectional area $A$ and is made of a mild steel that can be assumed to be elastoplastic with a modulus of elasticity $E$ and a yield strength $\sigma_{x}$. Using the block-and-spring system shown, it is desired to simulate the deflection of end $C$ of the rod as the axial force $\mathbf{P}$ is gradually applied and removed -that is, the deflection of points $C$ and $C$ should be the same for all values of $P$. Denoting by $\mu$ the coefficient of friction between the block and the horizontal surface, derive an expression for $(a)$ the required mass $m$ of the block,
$(b)$ the required constant $k$ of the spring.

Eric Mockensturm
Eric Mockensturm
Numerade Educator