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klemol [59]
4 years ago
8

A pipe is subjected to a tension force of P = 90 kN. The pipe outside diameter is 45 mm, the wall thickness is 5 mm, and the ela

stic modulus is E = 150 GPa. Determine the normal strain in the pipe. Express the strain in mm/mm.
Physics
1 answer:
Nataly [62]4 years ago
6 0

Answer:

The strain is 1.79\times10^{-3}

Explanation:

Given that,

Force = 90 kN

Outside diameter = 45 mm

Thickness = 5 mm

Elastic modulus = 150 GPa

We need to calculate the inner diameter

Using formula of inner diameter

D_{in}=D_{o}-t

Where, t = thickness

Put the value into the formula

D_{in}=45-5

D_{in}=40\ mm

We need to calculate the area of the pipe

Using formula of area

A=\dfrac{\pi}{4}(D_{o}^2-D_{in}^2)

Put the value into the formula

A=\dfrac{\pi}{4}((45)^2-(40)^2)

A=333.79\ mm^2

We need to calculate the stress

Using formula of stress

\sigma=\dfrac{P}{A}

Put the value into the formula

\sigma=\dfrac{90\times10^{3}}{333.79}

\sigma=269.63\ N/mm^2

We need to calculate the strain in the pipe

Using formula of elastic modulus

E=\dfrac{stress}{strain}

Put the value into the formula

150\times10^{3}=\dfrac{269.63}{strain}

strain=\dfrac{269.63}{150\times10^{3}}

strain=0.00179

strain=1.79\times10^{-3}

Hence, The strain is 1.79\times10^{-3}

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The force on an object is F⃗ =−17j⃗ . For the vector v⃗ =2i⃗ +3j⃗ , find: (a) The component of F⃗ parallel to v⃗
Igoryamba

Answer:

(a) \vec F_{\parallel} = -\frac{102}{13}\,i-\frac{103}{13}\,j , (b) \vec F_{\perp} = \frac{102}{13}\,i -\frac{68}{13}\,j, (c) W = -51

Explanation:

The statement is incomplete:

The force on an object is \vec F = -17\,j. For the vector \vec v = 2\,i +3\,j. Find: (a) The component of \vec F parallel to \vec v, (b) The component of \vec F perpendicular to \vec v, and (c) The work W, done by force \vec F through displacement \vec v.

(a) The component of \vec F parallel to \vec v is determined by the following expression:

\vec F_{\parallel} = (\vec F \bullet \hat {v} )\cdot \hat{v}

Where \hat{v} is the unit vector of \vec v, which is determined by the following expression:

\hat{v} = \frac{\vec v}{\|\vec v \|}

Where \|\vec v\| is the norm of \vec v, whose value can be found by Pythagorean Theorem.

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\|\vec v\| =\sqrt{2^{2}+3^{3}}

\|\vec v\|=\sqrt{13}

\hat{v} = \frac{1}{\sqrt{13}} \cdot(2\,i + 3\,j)

\hat{v} = \frac{2}{\sqrt{13}}\,i+ \frac{3}{\sqrt{13}}\,j

\vec F \bullet \hat{v} = (0)\cdot \left(\frac{2}{\sqrt{13}} \right)+(-17)\cdot \left(\frac{3}{\sqrt{13}} \right)

\vec F \bullet \hat{v} = -\frac{51}{\sqrt{13}}

\vec F_{\parallel} = \left(-\frac{51}{\sqrt{13}} \right)\cdot \left(\frac{2}{\sqrt{13}}\,i+\frac{3}{\sqrt{13}}\,j  \right)

\vec F_{\parallel} = -\frac{102}{13}\,i-\frac{153}{13}\,j

(b) Parallel and perpendicular components are orthogonal to each other and the perpendicular component can be found by using the following vectorial subtraction:

\vec F_{\perp} = \vec F - \vec F_{\parallel}

Given that \vec F = -17\,j and \vec F_{\parallel} = -\frac{102}{13}\,i-\frac{153}{13}\,j, the component of \vec F perpendicular to \vec v is:

\vec F_{\perp} = -17\,j -\left(-\frac{102}{13}\,i-\frac{153}{13}\,j  \right)

\vec F_{\perp} = \frac{102}{13}\,i + \left(\frac{153}{13}-17 \right)\,j

\vec F_{\perp} = \frac{102}{13}\,i -\frac{68}{13}\,j

(c) The work done by  \vec F through displacement \vec v is:

W = \vec F \bullet \vec v

W = (0)\cdot (2)+(-17)\cdot (3)

W = -51

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