140875 Two equal and opposite force each $F$ act on a rod of uniform cross-sectional area $A$ as shown in the figure. Shearing stress on the section $A B$ will be

140876 A rubber (eraser) $3 \mathrm{~cm} \times 1 \mathrm{~cm} \times 8 \mathrm{~cm}$ is clamped at one end with $8 \mathrm{~cm}$ edge vertical. A horizontal force of $2.4 \mathrm{~N}$ is applied at the free end (the top face). If the shear modulus of the rubber is $1.6 \times 10^{5} \mathrm{Nm}^{-2}$ then the horizontal displacement of the top face will be

140877 Young's modulus experiment is performed on a steel wire of $1 \mathrm{~m}$ length and $8 \mathrm{~mm}$ diameter. The mass required to be added in the experiment to produce $5 \mathrm{~mm}$ elongation of the wire of $\left(Y_{\text {steel }}=2 \times 10^{9} \mathrm{Nm}^{-2}, g=10 \mathrm{~m} / \mathrm{s}^{2}\right)$

140879 Assertion: The stress-strain graphs are shown in the figure for two materials A and B are shown in figure. Young's modulus of A is greater than that of B.

Reason: The Young's modules for small strain is, $\mathrm{Y}=\frac{\text { stress }}{\text { strain }}=$ slope of linear portion, of graph; and slope of A is less than slope that of B.

140880 The length of elastic string, obeying Hooke's law is $\ell_{1}$ meters when the tension $4 \mathrm{~N}$ and $l_{2}$ meters when the tension is $5 \mathrm{~N}$. The length in meters when the tension is $9 \mathrm{~N}$ is-

140875 Two equal and opposite force each $F$ act on a rod of uniform cross-sectional area $A$ as shown in the figure. Shearing stress on the section $A B$ will be

140876 A rubber (eraser) $3 \mathrm{~cm} \times 1 \mathrm{~cm} \times 8 \mathrm{~cm}$ is clamped at one end with $8 \mathrm{~cm}$ edge vertical. A horizontal force of $2.4 \mathrm{~N}$ is applied at the free end (the top face). If the shear modulus of the rubber is $1.6 \times 10^{5} \mathrm{Nm}^{-2}$ then the horizontal displacement of the top face will be

140877 Young's modulus experiment is performed on a steel wire of $1 \mathrm{~m}$ length and $8 \mathrm{~mm}$ diameter. The mass required to be added in the experiment to produce $5 \mathrm{~mm}$ elongation of the wire of $\left(Y_{\text {steel }}=2 \times 10^{9} \mathrm{Nm}^{-2}, g=10 \mathrm{~m} / \mathrm{s}^{2}\right)$

140879 Assertion: The stress-strain graphs are shown in the figure for two materials A and B are shown in figure. Young's modulus of A is greater than that of B.

Reason: The Young's modules for small strain is, $\mathrm{Y}=\frac{\text { stress }}{\text { strain }}=$ slope of linear portion, of graph; and slope of A is less than slope that of B.

140880 The length of elastic string, obeying Hooke's law is $\ell_{1}$ meters when the tension $4 \mathrm{~N}$ and $l_{2}$ meters when the tension is $5 \mathrm{~N}$. The length in meters when the tension is $9 \mathrm{~N}$ is-

140875 Two equal and opposite force each $F$ act on a rod of uniform cross-sectional area $A$ as shown in the figure. Shearing stress on the section $A B$ will be

140876 A rubber (eraser) $3 \mathrm{~cm} \times 1 \mathrm{~cm} \times 8 \mathrm{~cm}$ is clamped at one end with $8 \mathrm{~cm}$ edge vertical. A horizontal force of $2.4 \mathrm{~N}$ is applied at the free end (the top face). If the shear modulus of the rubber is $1.6 \times 10^{5} \mathrm{Nm}^{-2}$ then the horizontal displacement of the top face will be

140877 Young's modulus experiment is performed on a steel wire of $1 \mathrm{~m}$ length and $8 \mathrm{~mm}$ diameter. The mass required to be added in the experiment to produce $5 \mathrm{~mm}$ elongation of the wire of $\left(Y_{\text {steel }}=2 \times 10^{9} \mathrm{Nm}^{-2}, g=10 \mathrm{~m} / \mathrm{s}^{2}\right)$

140879 Assertion: The stress-strain graphs are shown in the figure for two materials A and B are shown in figure. Young's modulus of A is greater than that of B.

Reason: The Young's modules for small strain is, $\mathrm{Y}=\frac{\text { stress }}{\text { strain }}=$ slope of linear portion, of graph; and slope of A is less than slope that of B.

140880 The length of elastic string, obeying Hooke's law is $\ell_{1}$ meters when the tension $4 \mathrm{~N}$ and $l_{2}$ meters when the tension is $5 \mathrm{~N}$. The length in meters when the tension is $9 \mathrm{~N}$ is-

140875 Two equal and opposite force each $F$ act on a rod of uniform cross-sectional area $A$ as shown in the figure. Shearing stress on the section $A B$ will be

140876 A rubber (eraser) $3 \mathrm{~cm} \times 1 \mathrm{~cm} \times 8 \mathrm{~cm}$ is clamped at one end with $8 \mathrm{~cm}$ edge vertical. A horizontal force of $2.4 \mathrm{~N}$ is applied at the free end (the top face). If the shear modulus of the rubber is $1.6 \times 10^{5} \mathrm{Nm}^{-2}$ then the horizontal displacement of the top face will be

140877 Young's modulus experiment is performed on a steel wire of $1 \mathrm{~m}$ length and $8 \mathrm{~mm}$ diameter. The mass required to be added in the experiment to produce $5 \mathrm{~mm}$ elongation of the wire of $\left(Y_{\text {steel }}=2 \times 10^{9} \mathrm{Nm}^{-2}, g=10 \mathrm{~m} / \mathrm{s}^{2}\right)$

140879 Assertion: The stress-strain graphs are shown in the figure for two materials A and B are shown in figure. Young's modulus of A is greater than that of B.

Reason: The Young's modules for small strain is, $\mathrm{Y}=\frac{\text { stress }}{\text { strain }}=$ slope of linear portion, of graph; and slope of A is less than slope that of B.

140880 The length of elastic string, obeying Hooke's law is $\ell_{1}$ meters when the tension $4 \mathrm{~N}$ and $l_{2}$ meters when the tension is $5 \mathrm{~N}$. The length in meters when the tension is $9 \mathrm{~N}$ is-

140875 Two equal and opposite force each $F$ act on a rod of uniform cross-sectional area $A$ as shown in the figure. Shearing stress on the section $A B$ will be

140876 A rubber (eraser) $3 \mathrm{~cm} \times 1 \mathrm{~cm} \times 8 \mathrm{~cm}$ is clamped at one end with $8 \mathrm{~cm}$ edge vertical. A horizontal force of $2.4 \mathrm{~N}$ is applied at the free end (the top face). If the shear modulus of the rubber is $1.6 \times 10^{5} \mathrm{Nm}^{-2}$ then the horizontal displacement of the top face will be

140877 Young's modulus experiment is performed on a steel wire of $1 \mathrm{~m}$ length and $8 \mathrm{~mm}$ diameter. The mass required to be added in the experiment to produce $5 \mathrm{~mm}$ elongation of the wire of $\left(Y_{\text {steel }}=2 \times 10^{9} \mathrm{Nm}^{-2}, g=10 \mathrm{~m} / \mathrm{s}^{2}\right)$

140879 Assertion: The stress-strain graphs are shown in the figure for two materials A and B are shown in figure. Young's modulus of A is greater than that of B.

Reason: The Young's modules for small strain is, $\mathrm{Y}=\frac{\text { stress }}{\text { strain }}=$ slope of linear portion, of graph; and slope of A is less than slope that of B.

140880 The length of elastic string, obeying Hooke's law is $\ell_{1}$ meters when the tension $4 \mathrm{~N}$ and $l_{2}$ meters when the tension is $5 \mathrm{~N}$. The length in meters when the tension is $9 \mathrm{~N}$ is-