<?xml version="1.0" encoding="UTF-8"?>
<rss version="2.0">
  <channel>
    <title>솔루션피아</title>
    <link>https://solutionpia.tistory.com/</link>
    <description>할리데이 11판 10판 한글판 솔루션 일반물리학</description>
    <language>ko</language>
    <pubDate>Sat, 30 May 2026 19:40:25 +0900</pubDate>
    <generator>TISTORY</generator>
    <ttl>100</ttl>
    <managingEditor>짱세디럭스</managingEditor>
    <image>
      <title>솔루션피아</title>
      <url>https://tistory1.daumcdn.net/tistory/2784373/attach/0409c93730274d579d9144a54f70fe6e</url>
      <link>https://solutionpia.tistory.com</link>
    </image>
    <item>
      <title>생업이 바빠 풀이가 지지부진한 사이에..</title>
      <link>https://solutionpia.tistory.com/notice/951</link>
      <description>&lt;p data-ke-size=&quot;size16&quot;&gt;할리데이가 12판이 출간되어 버렸습니다.&lt;/p&gt;
&lt;p data-ke-size=&quot;size16&quot;&gt;좀 애매한데.. 그냥 12판으로 넘어갈까 합니다.&lt;/p&gt;
&lt;p data-ke-size=&quot;size16&quot;&gt;그나마 좀 생업이 괜찮아진 부분이 있어서, 꾸준하고 힘차게 달려보겠습니다.&lt;/p&gt;</description>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/notice/951</guid>
      <pubDate>Sun, 3 Aug 2025 17:42:55 +0900</pubDate>
    </item>
    <item>
      <title>12-47 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/950</link>
      <description>$$ \begin{cases} 
m_A&amp;=46.0\ut{kg}\\
L&amp;=5.00\ut{m}\\
m_B&amp;=250\ut{kg}\\
d&amp;=0.540\ut{m}\\
\end{cases} $$

$$ \begin{cases} 
x_1&amp;=d\\
x_2&amp;=L-d\\
x_A&amp;=L\\
x_B&amp;={L\over2}\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=N_1+N_2-m_Ag-m_Bg\\
0&amp;=x_1N_1+x_2N_2-x_Am_Ag-x_Bm_Bg\\
\end{cases} $$
$$\ab{a,b}$$

$$ \begin{cases} 
N_1&amp;=\cfrac{ m_A (x_A-x_2)+m_B   (x_B-x_2)}{x_1-x_2}g\\
N_2&amp;=\cfrac{ m_A (x_1-x_A)+m_B   (x_1-x_B)}{x_1-x_2}g
\end{cases} $$

$$ \begin{cases} 
N_1&amp;=\cfrac{ 2 d (m_A+m_B)-L m_B}{4 d-2 L}g\\
N_2&amp;=\cfrac{ 2 d (m_A+m_B)-L (2 m_A+m_B)}{4 d-2 L}g
\end{cases} $$

$$ \begin{cases} 
\vec N_1&amp;=\frac{11629}{98}g\j\\
\vec N_2&amp;=\frac{17379}{98} g\j
\end{cases} $$

$$ \begin{cases} 
\vec N_1&amp;\approx 1.163689110714286\j\times10^3\ut{N}\\
\vec N_2&amp;\approx 1.739079289285714\j\times10^3\ut{N}
\end{cases} $$

$$ \begin{cases} 
\vec N_1&amp;\approx 1.16\j\times10^3\ut{N}\\
\vec N_2&amp;\approx 1.74\j\times10^3\ut{N}
\end{cases} $$

$$ \begin{cases} 
\vec N_1&amp;\approx 1.16\j\ut{kN}\\
\vec N_2&amp;\approx 1.74\j\ut{kN}
\end{cases} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/950</guid>
      <comments>https://solutionpia.tistory.com/950#entry950comment</comments>
      <pubDate>Sun, 3 Aug 2025 17:40:25 +0900</pubDate>
    </item>
    <item>
      <title>12-46 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/949</link>
      <description>$$ \begin{cases} 
m&amp;=95\ut{kg}\\
L&amp;=15\ut{m}\\
2R&amp;=9.6\ut{mm}\\
\Delta L &amp;= 1.3\ut{cm}\\
\end{cases} $$

$${F\over A}=E{\Delta L\over L},$$
$$ \begin{aligned}
E&amp;={F\over A}\cdot{L\over\Delta L}\\
&amp;={mgL\over \pi R^2\Delta L}\\
&amp;=\frac{185546875000 g}{39 \pi }\\
&amp;\approx 1.4851141642012506\times10^{10}\ut{N/m^2}\\
&amp;\approx 1.5\times10^{10}\ut{N/m^2}\\
&amp;\approx 15\ut{GN/m^2}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/949</guid>
      <comments>https://solutionpia.tistory.com/949#entry949comment</comments>
      <pubDate>Thu, 1 May 2025 15:22:31 +0900</pubDate>
    </item>
    <item>
      <title>12-45 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/948</link>
      <description>$$ \begin{cases} 
m&amp;=300\ut{kg}\\
A&amp;=2.0\times10^{-6}\ut{m^2}\\
L_1=L_3&amp;=2.0000\ut{m}\\
L_2&amp;=L_1+d\\
d&amp;=6.00\ut{mm}\\
g&amp;=9.80665\ut{m/s^2}\\
E_{\text{steel}}&amp;=200\times10^9\ut{N/m^2}
\end{cases} $$

$${F\over A}=E{\Delta L\over L},$$

$$ \begin{cases} 
F_1&amp;=AE\cfrac{\Delta L_1}{L_1}\\
F_2&amp;=AE\cfrac{\Delta L_2}{L_2}\\
\end{cases} $$

$$ \begin{cases} 
F_1&amp;=AE\cfrac{\Delta L_1}{L_1}\\
F_2&amp;=AE\cfrac{\Delta L_1-d}{L_1+d}\\
\end{cases} $$

$$ \begin{cases} 
F_1&amp;=2 \Delta L_1\times10^5\\
F_2&amp;=\cfrac{4 (500 \Delta L_1-3)}{1003}\times10^5\\
\end{cases} \taag1$$

$$ \begin{aligned}
\Sigma F_{y}&amp;=0\\
&amp;=2F_1+F_2-mg\\
&amp;=2\br{AE\cfrac{\Delta L_1}{L_1}}+\br{AE\cfrac{\Delta L_1-d}{L_1+d}}-mg\\
\end{aligned} $$
$$ \begin{aligned}
\Delta L_1&amp;=\frac{L_1 }{A E }\cdot\frac{A d E+ mg (d+L_1)}{ 2 d+3 L_1}\\
&amp;=\frac{276721399}{40080000}\times10^{-3}\ut{m}\\
\end{aligned} $$

$$\ab{a}$$
$$ \begin{aligned}
F_1&amp;=AE\cfrac{\Delta L_1-d}{L_1+d}\\
&amp;=\frac{276721399}{200400}\ut{N}\\
&amp;\approx 1380.8453043912175\ut{N}\\
&amp;\approx 1.4\times10^3\ut{N}\\
&amp;\approx 1.4\ut{kN}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
F_2&amp;=AE\cfrac{\Delta L_1}{L_1}\\
&amp;=\frac{180665}{1002}\ut{N}\\
&amp;\approx 180.30439121756487\ut{N}\\
&amp;\approx 1.8\times10^2\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/948</guid>
      <comments>https://solutionpia.tistory.com/948#entry948comment</comments>
      <pubDate>Thu, 1 May 2025 15:04:34 +0900</pubDate>
    </item>
    <item>
      <title>12-44 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/947</link>
      <description>$$ \begin{cases} 
L&amp;=2.50\ut{m}\\
mg&amp;=500\ut{N}\\
d&amp;=1.50\ut{m}\\
\end{cases} $$
$$ x=\sqrt{L^2-d^2},$$
$$\ab{a}$$
$$ \begin{aligned}
\Sigma \tau&amp;=0\\
&amp;=-\frac{x}{2}mg+LP\\
\end{aligned} $$
$$ \begin{aligned}
P&amp;=\frac{mgx}{2L}\\
&amp;=\frac{mg}{2L}\sqrt{L^2-d^2}\\
&amp;=200\ut{N}\\
\end{aligned} $$

$$\ab{b}$$
$$\put x=\sqrt{L^2-d^2}$$
$$\sin\theta=\frac{d}{L},$$
$$ \begin{aligned}
\vec P &amp;=-P\sin\theta\i+P\cos\theta\j\\
&amp;=-\frac{dP}{L}\i+\frac{xP}{L}j\taag1\\
\end{aligned} $$

$$ \begin{aligned}
\Sigma \vec F&amp;=0\\
&amp;=m\vec g+\vec P+\vec N\\
\end{aligned} $$

$$ \begin{aligned}
N&amp;=\abs{\vec N}\\
&amp;=\abs{-m\vec g-\vec P}\\
&amp;=\abs{-m\br{-g\j}-\br{-\frac{dP}{L}\i+\frac{xP}{L}j}}\\
&amp;=\abs{\frac{dP}{L}\i+\br{mg-\frac{xP}{L}}\j}\\
&amp;=\sqrt{\br{\frac{dP}{L}}^2+\br{mg-\frac{xP}{L}}^2}\\
&amp;=100\sqrt{13}\ut{N}\\
&amp;\approx 360.5551275463989\ut{N}\\
&amp;\approx 361\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$ \begin{aligned}
f&amp;=\mu N\\
N_x&amp;=\mu N_y\\
\end{aligned} $$
$$ \begin{aligned}
\mu&amp;= \frac{N_x}{N_y}\\
&amp;= \frac{\frac{dP}{L}}{mg-\frac{xP}{L}}\\
&amp;=\frac{d P}{L mg-xP}\\
&amp;=\frac{6}{17}\\
&amp;\approx 0.35294117647058826\\
&amp;\approx 0.353\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/947</guid>
      <comments>https://solutionpia.tistory.com/947#entry947comment</comments>
      <pubDate>Thu, 1 May 2025 13:24:10 +0900</pubDate>
    </item>
    <item>
      <title>12-43 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/946</link>
      <description>$$ \begin{cases} 
T&amp;=535\ut{N}\\
\end{cases} $$

$$ \put\begin{cases} 
T&amp;=\overline{AB}\\
F_v&amp;=\overline{AD},\overline{BC}\\
F_d&amp;=\overline{AC},\overline{BD}\\
F_h&amp;=\overline{CD}\\
\end{cases} $$

$$ \put \begin{cases} 
\text{Tensile Force} : +\\
\text{Compressive Force} :-
\end{cases} $$

$$ \begin{cases} 
\Sigma \vec F_B&amp;=0\\
\Sigma \vec F_C&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{Bx}&amp;=0\\
\Sigma F_{By}&amp;=0\\
\Sigma F_{Cx}&amp;=0\\
\Sigma F_{Cy}&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=T+F_{dx}\\
0&amp;=F_v+F_{dy}\\
0&amp;=F_{dx}+F_h\\
0&amp;=-F_v-F_{dy}\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=T+{F_d\over\sqrt2}\\
0&amp;=F_v+{F_d\over\sqrt2}\\
0&amp;={F_d\over\sqrt2}+F_h\\
0&amp;=-F_v-{F_d\over\sqrt2}\\
\end{cases} $$

$$ \begin{cases} 
F_v&amp;=T\\
F_d&amp;=-\sqrt2 T\\
F_h&amp;=T\\
\end{cases} $$

$$\ab{a}$$
$$ \text{Tensile Force}: F_v, F_h$$
$$\overline{AD},\overline{BC}, \overline{CD} $$

$$\ab{b}$$
$$\text{Tensile Force}: F_v, F_h$$\\$$
$$ \begin{aligned}
F_v&amp;=F_h\\
&amp;=T\\
&amp;=535\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$\text{Compressive Force} :-$$
$$ \begin{aligned}
F_d&amp;=-\sqrt2 T\\
&amp;=535\sqrt2\ut{N}\\
&amp;\approx 756.6042558696059\ut{N}\\
&amp;\approx 757\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/946</guid>
      <comments>https://solutionpia.tistory.com/946#entry946comment</comments>
      <pubDate>Wed, 30 Apr 2025 19:34:45 +0900</pubDate>
    </item>
    <item>
      <title>12-42 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/945</link>
      <description>$$ \begin{cases} 
L&amp;=6.2\ut{m}\\
mg&amp;=400\ut{N}\\
\mu&amp;=0.39\\
\end{cases} $$
$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$
$$ \put\begin{cases} 
F=\text{Force Wall}\\
N=\text{Force Floor}\\
h=\text{Wall Distance}\\
x=\text{Floor Distance}\\
\end{cases} $$

$$ h=\sqrt{L^2-x^2} $$

$$ \begin{cases} 
0&amp;=F-\mu N\\
0&amp;=N-mg\\
0&amp;=-\frac{x}{2}mg+xN-h\mu N\\
\end{cases} $$

$$ \begin{aligned}
x&amp;=\frac{2 \mu  L}{\sqrt{4 \mu ^2+1}}\\
&amp;=\frac{1209}{5 \sqrt{4021}}\ut{m}\\
&amp;\approx 3.813197151902038\ut{m}\\
&amp;\approx 3.8\ut{m}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/945</guid>
      <comments>https://solutionpia.tistory.com/945#entry945comment</comments>
      <pubDate>Wed, 30 Apr 2025 15:05:05 +0900</pubDate>
    </item>
    <item>
      <title>12-41 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/944</link>
      <description>$$ \begin{cases} 
L_A&amp;=2.40\ut{m}\\
m_A&amp;=54.0\ut{kg}\\
m_B&amp;=68.0\ut{kg}\\
d&amp;=1.60\ut{m}\\
g&amp;=9.80665\ut{m/s^2}\\
\end{cases} $$
$$ \begin{cases} 
\Sigma \vec F_A&amp;=0\\
\Sigma \vec F_B&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
\Sigma F_{Ax}&amp;=0\\
\Sigma F_{Bx}&amp;=0\\
\Sigma F_{Ay}&amp;=0\\
\Sigma F_{By}&amp;=0\\
\Sigma \tau_A&amp;=0\\
\Sigma \tau_B&amp;=0\\
\end{cases} $$

$$\put \vec F=\text{Force }A \lrarr B$$

$$ \begin{cases} 
0&amp;=N_{Ax}+F_x\\
0&amp;=N_{Bx}-F_x\\
0&amp;=N_{Ay}-m_Ag+F_y\\
0&amp;=N_{By}-m_Bg-F_y\\
0&amp;=-{L_A\over2}m_Ag+L_AF_y\\
0&amp;=-{L_A\over2}m_Bg+dF_x
\end{cases} $$

$$ \begin{cases} 
N_{Ax}&amp;=-\cfrac{L_A}{2d}m_Bg\\
N_{Ay}&amp;=\cfrac{1}{2}m_Ag\\
N_{Bx}&amp;=\cfrac{L_A}{2d}m_Bg\\
N_{By}&amp;=\cfrac{m_A+2m_B}{2}g\\
F_x&amp;=\cfrac{L_A}{2d}m_Bg\\
F_y&amp;=\cfrac{1}{2}m_Ag\\
\end{cases} $$

$$ \begin{cases} 
\vec N_A&amp;=-\cfrac{L_A}{2d}m_Bg\i+\cfrac{1}{2}m_Ag\j\\
\vec N_B&amp;=\cfrac{L_A}{2d}m_Bg\i+\cfrac{m_A+2m_B}{2}g\j\\
\vec F&amp;=\cfrac{L_A}{2d}m_Bg\i+\cfrac{1}{2}m_A\j \\
\end{cases} $$

$$ \begin{cases} 
\vec N_A&amp;=-51g\i+27g\j\\
\vec N_B&amp;=51g\i+95g\j\\
\vec F&amp;=51g\i +27g\j \\
\end{cases} $$

$$ \begin{cases} 
\vec N_A&amp;=-500.13915\i+264.77955\j\ut{N}\\
\vec N_B&amp;=500.13915\i+931.63175\j\ut{N}\\
\vec F&amp;=500.13915\i +264.77955\j\ut{N}\\
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
\vec N_A&amp;=-500.13915\i+264.77955\j\ut{N}\\
&amp;\approx \br{-5.00\i+2.65\j}\times10^2\ut{N}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
\vec F&amp;=500.13915\i +264.77955\j\ut{N}\\
&amp;\approx \br{5.00\i +2.65\j}\times10^2\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$ \begin{aligned}
\vec N_B&amp;=500.13915\i+931.63175\j\ut{N}\\
&amp;\approx \br{5.00\i+9.32\j}\times10^2\ut{N}\\
\end{aligned} $$

$$\ab{d}$$
$$ \begin{aligned}
-\vec F&amp;=-500.13915\i -264.77955\j\ut{N}\\
&amp;\approx \br{-5.00\i -2.65\j}\times10^2\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/944</guid>
      <comments>https://solutionpia.tistory.com/944#entry944comment</comments>
      <pubDate>Wed, 30 Apr 2025 14:26:49 +0900</pubDate>
    </item>
    <item>
      <title>12-40 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/943</link>
      <description>$$ \begin{cases} L&amp;=12.0\ut{m}\\ \theta&amp;=50.0\degree\\ T&amp;=400\ut{N}\\ \end{cases} $$ 

$$ \begin{cases} \Sigma F_{x}&amp;=0\\ \Sigma F_{y}&amp;=0\\ \Sigma \tau&amp;=0\\ \end{cases} $$ 

$$ \begin{cases} 0&amp;=-T+N_x\\ 0&amp;=-mg+N_y\\ 0&amp;=TL\cos\theta-mg{L\over2}\sin\theta\\ \end{cases} $$ 

$$\ab{a}$$ 

$$ \begin{aligned} m\vec g
&amp;={2T\over\tan\theta}\j\\ 
&amp;=800\tan40\degree\j\ut{N}\\ 
&amp;\approx 671.279704941824\j\ut{N}\\ 
&amp;\approx 671\j\ut{N}\\ 
\end{aligned} $$ 

$$\ab{b}$$ 

$$ \begin{cases} N_x&amp;=T\\ N_y&amp;=mg\\ \end{cases} $$ 

$$ \begin{aligned} \vec N&amp;=T\i+mg\j\\ &amp;=400\i+800\tan40\degree\j\ut{N}\\ &amp;\approx 400\i+671\degree\j\ut{N}\\ \end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/943</guid>
      <comments>https://solutionpia.tistory.com/943#entry943comment</comments>
      <pubDate>Sun, 15 Dec 2024 16:44:22 +0900</pubDate>
    </item>
    <item>
      <title>12-39 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/942</link>
      <description>$$ \begin{cases} 
2x&amp;=3.44\ut{m}\\
y&amp;=25.0\ut{cm}\\
mg&amp;=3160\ut{N}
\end{cases} $$
$$ \begin{aligned}
\tan\theta&amp;={y\over x},\\

\end{aligned} $$

$$\Sigma F_y=0,$$
$$ \begin{aligned}
0&amp;=2T_y-mg\\
T_y&amp;={mg\over2}
\end{aligned} $$

$$ \begin{aligned}
T&amp;={T_y\over \sin\theta}\\
&amp;=m g\cdot\frac{ x }{2 y}\sqrt{\frac{y^2}{x^2}+1}\\
&amp;=\frac{316 }{5}\sqrt{30209}\ut{N}\\
&amp;\approx 1.098462544468404\times 10^4\ut{N}\\
&amp;\approx 1.10\times 10^4\ut{N}\\
&amp;\approx 11.0\ut{kN}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/942</guid>
      <comments>https://solutionpia.tistory.com/942#entry942comment</comments>
      <pubDate>Sun, 15 Dec 2024 16:18:28 +0900</pubDate>
    </item>
    <item>
      <title>12-38 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/941</link>
      <description>$$ \begin{cases} 
H&amp;=59.1\ut{m}\\
2R&amp;=7.44\ut{m}\\
\Delta x_{\text{top}0} &amp;= 4.01\ut{m}\\
\end{cases} $$
$$\ab{a}$$
$$\Delta x_\com = R,$$
$$ \begin{aligned}
\Delta x_{\text{top}}&amp;=2\Delta x_\com\\
&amp;=2R\\
\end{aligned} $$
$$ \begin{aligned}
\Ans&amp;=2R-\Delta x_{\text{top}0}\\
&amp;=3.43\ut{m}
\end{aligned} $$
$$\ab{b}$$
$$ \begin{aligned}
\theta&amp;=\sin^{-1}{2R\over H}\\
&amp;=\sin^{-1}{124\over 985}\\
&amp;\approx 0.12622322910580994\ut{rad}\\
&amp;\approx 0.126\ut{rad}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/941</guid>
      <comments>https://solutionpia.tistory.com/941#entry941comment</comments>
      <pubDate>Sun, 15 Dec 2024 15:58:22 +0900</pubDate>
    </item>
    <item>
      <title>12-37 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/940</link>
      <description>$$ T=900\cdot {y\over L} \taag 1$$ 

$$ \abs{F_h}=300-300\cdot{y\over L} \taag 2$$ 

$$ \begin{cases} \Sigma F_{x}&amp;=0\\ \Sigma F_{y}&amp;=0\\ \Sigma \tau&amp;=0\\ \end{cases} $$ 

$$ \begin{cases} 0&amp;=F_a-T\cos\theta+F_h\\ 0&amp;=N-T\sin\theta-mg\\ 0&amp;=LT\cos\theta-yF_a\\ \end{cases} $$ 

$$\ab{a}$$ 

$$ \begin{aligned} \theta&amp;=2\tan^{-1}{1\over\sqrt2}\\ &amp;\approx 1.2309594173407745\ut{rad}\\ &amp;\approx 1.2\ut{rad}\\ \end{aligned} $$

$$\ab{b}$$ 
$$ \begin{aligned} F_a&amp;=300\ut{N} \end{aligned} $$ </description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/940</guid>
      <comments>https://solutionpia.tistory.com/940#entry940comment</comments>
      <pubDate>Sun, 15 Dec 2024 15:28:25 +0900</pubDate>
    </item>
    <item>
      <title>12-36 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/939</link>
      <description>$$ \begin{cases} 
\theta&amp;=26\degree\\
L&amp;=43\ut{m}\\
T&amp;=2.5\ut{m}\\
W&amp;=12\ut{m}\\
\rho&amp;=3.2\ut{g/cm^3}=3.2\times10^{3}\ut{kg/m^2}\\
\mu_s&amp;=0.39\\
\end{cases} $$
$$ \begin{aligned}
m&amp;=\rho V\\
&amp;=\rho LTW\\
&amp;=4.128\times10^6\ut{kg}
\end{aligned} $$

$$\ab{a}$$
$$ \begin{aligned}
\Ans&amp;=mg\sin\theta\\
&amp;=4.128g\sin26\degree \times10^6\ut{N}\\
&amp;\approx 17.74607553468879\times10^6\ut{N}\\
&amp;\approx 18\times10^6\ut{N}\\
&amp;\approx 18\ut{MN}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
\Ans&amp;=\mu_smg\cos\theta\\
&amp;=1.609920g\cos26\degree\times10^6\ut{N}\\
&amp;\approx 14.190090268274229 \times10^6\ut{N}\\
&amp;\approx 14 \times10^6\ut{N}\\
&amp;\approx 14\ut{MN}\\
\end{aligned} $$

$$\ab{c}$$
$$p_{\max}=3.6\times 10^8 \ut{N/m^2},$$
$$A=6.4\ut{cm^2},$$

$${F\over A} \lt p_{\max},$$
$$ \begin{aligned}
F_{\max} &amp;= p_{\max}\cdot A
\end{aligned} $$

$$ \begin{aligned}
{-mg\sin\theta+\mu_smg\cos\theta}+N\cdot F_{\max} &amp;\gt 0\\
\end{aligned} $$
$$ \begin{aligned}
N&amp;\gt{mg\sin\theta-\mu_smg\cos\theta\over {F_{\max}}}\\
&amp;~~~~~=\frac{43}{240} g (100 \sin 26 \degree-39 \cos 26 \degree)\\
&amp;~~~~~\approx 15.433963829924307\\
\end{aligned} $$

$$ \begin{aligned}
N_{\min}&amp;=16
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/939</guid>
      <comments>https://solutionpia.tistory.com/939#entry939comment</comments>
      <pubDate>Sun, 15 Dec 2024 14:44:43 +0900</pubDate>
    </item>
    <item>
      <title>12-35 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/938</link>
      <description>$$ \begin{cases} 
m_A&amp;=430\ut{kg}\\ 
m_B&amp;=45.0\ut{kg}\\ 
\phi&amp;=30.0\degree\\ 
\theta&amp;=45.0\degree\\ 
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$
$$\ab{a}$$

$$ \begin{aligned} 
T&amp;=m_Ag\\ 
&amp;=430g\\
&amp;=4.2168595\times10^3\ut{N}\\
&amp;\approx 4.22\times10^3\ut{N}\\
&amp;\approx 4.22\ut{kN}\\
\end{aligned} $$
$$\ab{b}$$
$$\Sigma F_{x}=0,$$
$$ \begin{aligned}
N_x-T_x&amp;=0
\end{aligned} $$

$$ \begin{aligned} 
N_x&amp;=T\cos\phi\\ 
&amp;=430g\cos\phi\\
&amp;=215 \sqrt{3} g\\
&amp;\approx 3.651907451189746\times10^3\ut{N}\\
&amp;\approx 3.65\times10^3\ut{N}\\
&amp;\approx 3.65\ut{kN}\\
\end{aligned} $$

$$\ab{c}$$
$$\Sigma F_{y}=0,$$
$$ \begin{aligned}
0&amp;=N_y-T_{Ly}-T_{Ry}-m_Bg\\
\end{aligned} $$

$$ \begin{aligned} 
N_y
&amp;=T_{Ly}+T_{Ry}+m_Bg\\
&amp;=T\sin\phi+T+m_Bg\\
&amp;=430g\sin\phi+430g+45g\\
&amp;=690g\\
&amp;=6.7665885\times10^3\ut{N}\\
&amp;\approx 6.77\times10^3\ut{N}\\
&amp;\approx 6.77\ut{kN}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/938</guid>
      <comments>https://solutionpia.tistory.com/938#entry938comment</comments>
      <pubDate>Thu, 17 Oct 2024 21:03:36 +0900</pubDate>
    </item>
    <item>
      <title>12-34 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/937</link>
      <description>$$ \begin{cases} 
m_A&amp;=10\ut{kg}\\
m_B&amp;=5.0\ut{kg}\\
\theta&amp;=30\degree
\end{cases} $$
$$0=\vec F_A+\vec F_B+\vec T,$$
$$ \begin{aligned}
\tan\theta&amp;={F_A\over F_B}\\
&amp;={\mu m_Ag\over m_Bg}\\
\end{aligned} $$
$$ \begin{aligned}
\mu&amp;={m_B\over m_A}\tan\theta\\
&amp;={1\over2\sqrt3}\\
&amp;\approx 0.2886751345948129\\
&amp;\approx 0.29\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/937</guid>
      <comments>https://solutionpia.tistory.com/937#entry937comment</comments>
      <pubDate>Wed, 16 Oct 2024 17:31:22 +0900</pubDate>
    </item>
    <item>
      <title>12-33 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/936</link>
      <description>$$ \begin{cases} 
M&amp;=m_b+m_p=89.00\ut{kg}\\
T_a&amp;=500\ut{N}\\
T_b&amp;=700\ut{N}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$
$$\put {x\over L}=k, $$
$$\Sigma \tau=0,$$
$$ \begin{aligned}
0&amp;=-{L\over2}m_bg-\br{x\over L}Lm_pg+LT_y \\
&amp;={m_bg}+2km_pg-2T\sin\theta \\
\end{aligned} $$

$$ \begin{cases} 
0&amp;={m_bg}+2\br{0}m_pg-2\br{500}\sin\theta \\
0&amp;={m_bg}+2\br{1}m_pg-2\br{700}\sin\theta \\
89&amp;=m_b+m_p
\end{cases} $$
$$\ab{a,b,c}$$

$$ \begin{cases} 
\theta&amp;=\sin^{-1}\br{89g\over1200}\\
m_b&amp;={445\over6}\ut{kg}\\
m_p&amp;={89\over6}\ut{kg}\\
\end{cases} $$

$$ \begin{cases} 
\theta&amp;\approx 0.8144183521806214\ut{rad}\\
m_b&amp;\approx 74.16666666666667\ut{kg}\\
m_p&amp;\approx 14.833333333333334\ut{kg}\\
\end{cases} $$

$$ \begin{cases} 
\theta&amp;\approx 0.814\ut{rad}\\
m_b&amp;\approx 74.2\ut{kg}\\
m_p&amp;\approx 14.8\ut{kg}\\
\end{cases} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/936</guid>
      <comments>https://solutionpia.tistory.com/936#entry936comment</comments>
      <pubDate>Wed, 16 Oct 2024 16:54:37 +0900</pubDate>
    </item>
    <item>
      <title>12-32 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/935</link>
      <description>$$ \begin{cases} 
\vec F_1&amp;=8.40\i-5.70\j\ut{N}\\
\vec F_2&amp;=16.0\i+4.10\j\ut{N}\\
\end{cases} $$
$$\ab{a,b}$$
$$ \begin{aligned}
\vec F_3&amp;=-\br{\vec F_1+\vec F_2}\\
&amp;=-24.4\i+1.6\j\ut{N}\\
\end{aligned} $$

$$ \begin{cases} 
F_{3x}&amp;=-24.4\ut{N}\\
F_{3y}&amp;=1.6\ut{N}\\
\end{cases} $$

$$\ab{c}$$
$$ \begin{aligned}
\theta&amp;=\tan^{-1}{1.6\over-24.4}\\
&amp;\approx 3.0761126286663285\ut{rad}\\
&amp;\approx 3.08\ut{rad}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/935</guid>
      <comments>https://solutionpia.tistory.com/935#entry935comment</comments>
      <pubDate>Wed, 9 Oct 2024 18:03:45 +0900</pubDate>
    </item>
    <item>
      <title>12-31 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/934</link>
      <description>$$ \begin{cases} 
m_1&amp;=85.0\ut{kg}\\
m_2&amp;=30.0\ut{kg}\\
L_2&amp;=2.00\ut{m}\\
m_3&amp;=20.0\ut{kg}\\
d&amp;=0.500\ut{m}\\
L_1&amp;=L_2+2d\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{1y}&amp;=0\\
\Sigma \tau_1&amp;=0\\
\Sigma F_{2y}&amp;=0\\
\Sigma \tau_2&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=T_{1L}+T_{1R}-T_{2L}-T_{2R}-m_1g\\
0&amp;=-dT_{2L}-{L_1\over2}m_1g-\br{L_1-d}T_{2R}+L_1T_{1R} \\
0&amp;=T_{2L}+T_{2R}-m_2g-m_3g\\
0&amp;=-dm_3g-{L_2\over2}m_2g+L_2T_{2R} \\
\end{cases} $$

$$ \begin{aligned}
T_{1R}&amp;=\frac{1}{2} \br{m_1 g+m_2g+\frac{4 d }{L_1}m_3 g}\\
&amp;={385\over6}g\\
&amp;={15102241\over24000}\ut{N}\\
&amp;\approx 629.2600416666667\ut{N}\\
&amp;\approx 629\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/934</guid>
      <comments>https://solutionpia.tistory.com/934#entry934comment</comments>
      <pubDate>Wed, 9 Oct 2024 17:48:15 +0900</pubDate>
    </item>
    <item>
      <title>12-30 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/933</link>
      <description>$$ \begin{cases} 
m_1&amp;=40.0\ut{kg}=4m\\
m_2&amp;=10.0\ut{kg}=m\\
L&amp;=0.800\ut{m}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$
$$ \begin{cases} 
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=N_A+N_B-m_1g-m_2g\\
0&amp;=-r_1m_1g-r_2m_2g+r_BN_B\\
\end{cases} $$

$$ \begin{cases} 
N_A&amp;=\cfrac{r_B-r_1}{r_B}m_1g+\cfrac{r_B-r_2}{r_B}m_2g\\
N_B&amp;=\cfrac{r_1}{r_B}m_1g+\cfrac{r_2}{r_B}m_2g\\
\end{cases} $$
$$ \begin{cases} 
r_B&amp;={L\over2}\\
r_1&amp;=r_2-{L\over4}
\end{cases} $$

$$ \begin{cases} 
N_A&amp;=\br{7-10\cdot\cfrac{r_2}{L}}mg\\
N_B&amp;=\br{-2+10\cdot\cfrac{r_2}{L}}mg\\
\end{cases} $$

$$\ab{a,b}$$
$$ r_2={L\over2}, $$
$$ \begin{cases} 
N_A&amp;=2mg=196.133\ut{N}\approx 196\ut{N}\\
N_B&amp;=3mg=294.1995\ut{N}\approx 294\ut{N}\\
\end{cases} $$

$$\ab{c,d}$$
$$ r_2={L\over4}, $$
$$ \begin{cases} 
N_A&amp;={9\over2}mg=441.29925\ut{N}\approx 441\ut{N}\\
N_B&amp;={1\over2}mg=49.03325\ut{N}\approx 49.0\ut{N}\\
\end{cases} $$
$$\ab{e}$$
$$ \begin{aligned}
N_A&amp;=\br{7-10\cdot\cfrac{r_2}{L}}mg=0,\\
\end{aligned} $$
$$ \begin{aligned}
r_2&amp;={7\over10}L
\end{aligned} $$
$$ \begin{aligned}
\therefore \overline{ m_2 N_B}&amp;=r_2-r_B\\
&amp;={7\over10}L-{1\over2}L\\
&amp;={L\over5}\\
&amp;={4\over25}\ut{m}\\
&amp;=0.160\ut{m}\\
&amp;=16.0\ut{cm}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/933</guid>
      <comments>https://solutionpia.tistory.com/933#entry933comment</comments>
      <pubDate>Wed, 9 Oct 2024 16:57:12 +0900</pubDate>
    </item>
    <item>
      <title>12-29 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/932</link>
      <description>$$ \begin{cases} 
L&amp;=6.10\ut{m}\\
mg&amp;=510\ut{N}\\
h&amp;=4.00\ut{m}\\
\theta_0&amp;=70\degree\\
\end{cases} $$

$$ \begin{cases} 
r_f&amp;=h\\
r_{\text{floor}}\tan\theta&amp;=h\\
\br{r_{mg}+\frac{L}{2}\cos\theta}\tan\theta&amp;=h
\end{cases} $$

$$ \begin{cases} 
N_{\text{edge }x}&amp;=N_{\text{edge}}\sin\theta\\
N_{\text{edge }y}&amp;=N_{\text{edge}}\cos\theta\\
\end{cases} $$
$$ \begin{aligned}
f&amp;=\mu N_{\text{floor}},
\end{aligned} $$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=f-N_{\text{edge }x}\\
0&amp;=N_{\text{edge }y}+N_{\text{floor}}-mg\\
0&amp;=r_ff-r_{\text{floor}}N_{\text{floor}}+r_{mg}mg\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=\mu N_{\text{floor}}-N_{\text{edge}}\sin\theta\\
0&amp;=N_{\text{edge}}\cos\theta+N_{\text{floor}}-mg\\
0&amp;=h\mu N_{\text{floor}}-{h\over\tan\theta}N_{\text{floor}}+\br{{h\over \tan\theta}-{L\over2}\cos\theta}mg\\
\end{cases} $$

$$ \begin{aligned}
\therefore \mu&amp;=\frac{2 L \sin\theta \sin2 \theta}{8 h-L \sin\theta -L \sin3 \theta}\\
&amp;=\frac{244 \sin40 \degree \cos 20 \degree}{701-122 \cos 20 \degree}\\
&amp;\approx 0.2513510216566625\\
&amp;\approx 0.251\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/932</guid>
      <comments>https://solutionpia.tistory.com/932#entry932comment</comments>
      <pubDate>Wed, 9 Oct 2024 15:52:12 +0900</pubDate>
    </item>
    <item>
      <title>12-28 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/931</link>
      <description>$$ \begin{cases} 
2R&amp;=2.4\ut{cm}\\
m&amp;=670\ut{kg}\\
E_{\text{steel}}&amp;=200\times10^9\ut{N/m^2}\\
g&amp;= 9.80665\ut{m/s^2}
\end{cases} $$

$$ {F\over A}= E{\Delta L\over L}, $$

$$ \begin{aligned}
\Delta L
&amp;={ FL \over A E} \\
&amp;={ mgL \over \pi R^2 E} \\
&amp;={ 67g \over 2880000\pi } L\\
\end{aligned} $$

$$\ab{a}$$
$$ \begin{aligned}
\Delta L
&amp;={ 67g \over 2880000\pi } L\\
&amp;=\frac{13140911}{4800000000 \pi }\ut{m}\\
&amp;\approx 8.714337259919424\times10^{-4}\ut{m}\\
&amp;\approx 8.7\times10^{-4}\ut{m}\\
&amp;\approx 0.87\ut{mm}\\

\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
\Delta L
&amp;={ 67g \over 2880000\pi } L\\
&amp;=\frac{2378504891}{28800000000 \pi }\ut{m}\\
&amp;\approx 0.02628825073409026\ut{m}\\
&amp;\approx 0.026\ut{m}\\
&amp;\approx 2.6\ut{cm}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/931</guid>
      <comments>https://solutionpia.tistory.com/931#entry931comment</comments>
      <pubDate>Tue, 8 Oct 2024 21:40:26 +0900</pubDate>
    </item>
    <item>
      <title>12-27 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/930</link>
      <description>$$ \begin{cases} 
\theta&amp;=36.9\degree\\
\phi&amp;=53.1\degree\\
L&amp;=4.35\ut{m}\\
\end{cases} $$
$$L=x+y,$$
$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=-T_1\sin\theta+T_2\sin\phi\\
0&amp;=T_1\cos\theta+T_2\cos\phi-mg\\
0&amp;=-xT_1\cos\theta+yT_2\cos\phi\\
\end{cases} $$
$$ \begin{aligned}
x&amp;={\cos\phi\sin\theta\over\sin\br{\theta+\phi}}L\\
&amp;=L \sin ^236.9\degree\\
&amp;\approx 1.568194344364676\ut{m}\\
&amp;\approx 1.57\ut{m}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/930</guid>
      <comments>https://solutionpia.tistory.com/930#entry930comment</comments>
      <pubDate>Mon, 7 Oct 2024 18:22:45 +0900</pubDate>
    </item>
    <item>
      <title>12-26 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/929</link>
      <description>$$ \begin{cases} mg&amp;=60\ut{N}\\ 
L&amp;=3.2\ut{m}\\ 
F&amp;=50\ut{N}\\ 
\theta&amp;=25\degree\\ 
h&amp;=2.0\ut{m}\\ 
\end{cases} $$ 

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\ 
\Sigma F_{y}&amp;=0\\ 
\Sigma \tau&amp;=0\\ 
\end{cases} $$ 

$$ \begin{cases} 
0&amp;=F+N_x-T\cos\theta\\ 
0&amp;=N_y-mg-T\sin\theta\\ 
0&amp;=hT\cos\theta-LF\\ 
\end{cases} $$ 

$$ \begin{cases} 
T&amp;={F L\over h\cos\theta}\\ 
N_x&amp;={F(L-h)\over h}\\ 
N_y&amp;={FL\over h}\tan\theta+mg\\ 
\end{cases} $$ 

$$\ab{a}$$ 

$$T={F L\over h\cos\theta},$$ 

$$ \begin{aligned} 
\vec T
&amp;=-{F L\over h\cos\theta}\cos\theta\i-{F L\over h\cos\theta}\sin\theta\j\\ 
&amp;=-{F L\over h}\i-{F L\over h}\tan\theta\j\\ 
&amp;=-80\i-80\tan25\degree\j\ut{N}\\ 
&amp;\approx -80\i-37.30461265239989\j\ut{N}\\ 
&amp;\approx -80\i-37\j\ut{N}\\ 
\end{aligned} $$ 

$$\ab{b}$$ 

$$ \begin{cases} N_x&amp;={F(L-h)\over h}\\ 
N_y&amp;={FL\over h}\tan\theta+mg\\ 
\end{cases} $$ 

$$ \begin{cases} N_x&amp;=30\ut{N}\\ 
N_y&amp;=\br{80\tan25\degree+60}\ut{N}\\ 
\end{cases} $$ 

$$ \begin{aligned} \vec N&amp;={F(L-h)\over h}\i+\br{{FL\over h}\tan\theta+mg}\j\\ 
&amp;=30\i+\br{80\tan25\degree+60}\j\ut{N}\\ 
&amp;\approx 30\i+97.3046126523999\j\ut{N}\\ 
&amp;\approx 30\i+97\j\ut{N}\\ 
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/929</guid>
      <comments>https://solutionpia.tistory.com/929#entry929comment</comments>
      <pubDate>Mon, 7 Oct 2024 17:51:36 +0900</pubDate>
    </item>
    <item>
      <title>12-25 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/928</link>
      <description>$$ \begin{cases} 2R&amp;=4.8\ut{cm}\\ 
L&amp;=5.3\ut{cm}\\ 
m&amp;=1500\ut{kg}\\ 
G&amp;=3.0\times10^{10}\ut{N/m^2}\\ 
g&amp;=9.80665\ut{m/s^2}\\ 
\end{cases} $$ 

$$\ab{a}$$ 

$$ \begin{aligned} 
{F\over A}&amp;={mg\over \pi R^2}\\ 
&amp;=\frac{7812500 g}{3 \pi }\\
&amp;\approx 8.129045951417372\times10^6\ut{N/m^2}\\ 
&amp;\approx 8.1\ut{MN/m^2}\\ 
\end{aligned} $$ 

$$\ab{b}$$ 

$${F\over A}=G{\Delta x\over L},$$ 

$$ \begin{aligned} \Delta x&amp;={FL\over AG}\\ 
&amp;={Lmg\over \pi R^2 G}\\ 
&amp;=\frac{53 g}{11520000 \pi }\ut{m}\\ 
&amp;\approx 1.436131451417069\times10^{-5}\ut{m}\\ 
&amp;\approx 1.4\times10^{-5}\ut{m}\\ 
&amp;\approx 14\ut{\mu m}\\ 
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/928</guid>
      <comments>https://solutionpia.tistory.com/928#entry928comment</comments>
      <pubDate>Mon, 7 Oct 2024 17:18:34 +0900</pubDate>
    </item>
    <item>
      <title>12-24 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/927</link>
      <description>$$ \begin{cases} 
\theta_1&amp;=51.0\degree\\
\theta_2&amp;=66.0\degree\\
m&amp;=704\ut{kg}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
T_A&amp;=mg\\
&amp;=6.9038816\times10^3\ut{N}\\
&amp;\approx 6.90\times10^3\ut{N}\\
&amp;\approx 6.90\ut{kN}\\
\end{aligned} $$

$$\ab{b,c}$$
$$ \begin{cases} 
\theta&amp;=\theta_1+\theta_2-90\degree&amp;=27.0\degree\\
\phi&amp;=90\degree-\theta_2&amp;=24.0\degree\\
\end{cases} $$


$$ \begin{aligned}
0&amp;=\vec T_A+\vec T_B+\vec T_C\\
&amp;=\br{-T_A\cos\phi\i-T_A\sin\phi\j}+\br{T_B\sin\theta\i+T_B\cos\theta\j}+T_C\i\\
\end{aligned} $$

$$ \begin{cases} 
0&amp;=-T_A\cos\phi+T_B\sin\theta+T_C\\
0&amp;=-T_A\sin\phi+T_B\cos\theta\\
\end{cases} $$

$$ \begin{cases} 
T_B&amp;=\frac{\sin\phi}{\cos\theta}mg\\
T_C&amp;=\frac{\cos\br{\theta+\phi}}{\cos\theta}mg\\
\end{cases} $$

$$ \begin{cases} 
T_B&amp;\approx 3.1515612399524152\times10^3\ut{N}\\
T_C&amp;\approx 4.876230813496548\times10^3\ut{N}\\
\end{cases} $$

$$ \begin{cases} 
T_B&amp;\approx 3.15\times10^3\ut{N}\\
T_C&amp;\approx 4.88\times10^3\ut{N}\\
\end{cases} $$

$$ \begin{cases} 
T_B&amp;\approx 3.15\ut{kN}\\
T_C&amp;\approx 4.88\ut{kN}\\
\end{cases} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/927</guid>
      <comments>https://solutionpia.tistory.com/927#entry927comment</comments>
      <pubDate>Mon, 7 Oct 2024 16:55:01 +0900</pubDate>
    </item>
    <item>
      <title>12-23 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/926</link>
      <description>(풀이자 주:축에서 가해지는 힘이 없다고 가정했습니다. 그러지 않을 경우 각각의 힘을 특정할 수 없습니다.)

&lt;p data-ke-size=&quot;size16&quot;&gt;$$ \begin{cases} r_A&amp;amp;=7.0\ut{cm}\\ r_B&amp;amp;=4.0\ut{cm}\\ R&amp;amp;=4.0\ut{cm}\\ F&amp;amp;=220\ut{N}\\ \end{cases} $$ $$ \begin{cases} 0&amp;amp;=F-N_A+N_B\\ 0&amp;amp;=RF-r_AN_A-r_BN_B \end{cases} $$ $$ \begin{cases} N_A&amp;amp;=\cfrac{R+r_B}{2r_B}F\\ N_B&amp;amp;=\cfrac{R-r_B}{2r_B}F\\ \end{cases} $$ $$\ab{a,b}$$ $$ \begin{cases} N_A&amp;amp;=220\ut{N}\\ N_B&amp;amp;=0\\ \end{cases} $$&lt;/p&gt;</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/926</guid>
      <comments>https://solutionpia.tistory.com/926#entry926comment</comments>
      <pubDate>Fri, 4 Oct 2024 17:28:08 +0900</pubDate>
    </item>
    <item>
      <title>12-22 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/925</link>
      <description>$$ \put \begin{cases} 
A : \text{Top Ball}\\
B : \text{Bottom Ball}\\
L : \text{Left Wall}\\
R : \text{Right Wall}\\
G : \text{Ground}\\
\end{cases} $$
$$ \begin{cases} 
\Sigma F_{Ax}&amp;=0\\
\Sigma F_{Ay}&amp;=0\\
\Sigma F_{Bx}&amp;=0\\
\Sigma F_{By}&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=N_{ABx}-N_R\\
0&amp;=N_{ABy}-mg\\
0&amp;=N_L-N_{ABx}\\
0&amp;=N_G-N_{ABy}-mg\\
\end{cases} $$
$$\theta=45\degree\Rarr N_{ABx}=N_{ABy}$$
$$\ab{a,b,c,d}$$
$$ \begin{cases} 
N_G&amp;=2mg\\
N_L&amp;=mg\\
N_R&amp;=mg\\
N_{AB}&amp;=\sqrt2 mg
\end{cases} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/925</guid>
      <comments>https://solutionpia.tistory.com/925#entry925comment</comments>
      <pubDate>Sun, 30 Jun 2024 20:00:45 +0900</pubDate>
    </item>
    <item>
      <title>12-21 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/924</link>
      <description>$$ \begin{cases} 
L&amp;=2.00\ut{m}\\
m&amp;=78.0\ut{kg}\\
d_h&amp;=3.00\ut{m}\\
d_v&amp;=4.00\ut{m}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$

$$x_1=d_h-{L\over2},$$
$$\theta=\tan^{-1}{d_h\over d_v}$$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=N_x-T\sin\theta\\
0&amp;=N_y+T\cos\theta-mg\\
0&amp;=-x_1 mg+Td_h\cos\theta\\
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
T
&amp;= {x_1 mg\over d_h\cos\theta}\\
&amp;={5\over6 }mg\\
&amp;=65g\\
&amp;=637.43225\ut{N}\\
&amp;\approx 637\ut{N}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
N_x
&amp;=T\sin\theta\\
&amp;= {x_1 mg\over d_h}\tan\theta\\
&amp;={1\over2}mg\\
&amp;=39g\\
&amp;=382.45935\ut{N}\\
&amp;\approx 382\ut{N}\\

\end{aligned} $$

$$\ab{c}$$
$$N_x\gt0 \Rarr\text{Right}$$

$$\ab{d}$$
$$ \begin{aligned}
N_y
&amp;=mg-T\cos\theta\\
&amp;=mg\br{1-{x_1\over d_h}}\\
&amp;={1\over3}mg\\
&amp;=26g\\
&amp;=254.9729\ut{N}\\
&amp;\approx 255\ut{N}\\

\end{aligned} $$

$$\ab{c}$$
$$N_y\gt0 \Rarr\text{Up}$$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/924</guid>
      <comments>https://solutionpia.tistory.com/924#entry924comment</comments>
      <pubDate>Sun, 30 Jun 2024 19:44:20 +0900</pubDate>
    </item>
    <item>
      <title>12-20 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/923</link>
      <description>$$ \begin{cases} 
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=3F-mg\\
0&amp;=x\cdot 2F+L F-{L\over2}mg\\
\end{cases} $$
$$ \begin{aligned}
x&amp;={L\over4}
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/923</guid>
      <comments>https://solutionpia.tistory.com/923#entry923comment</comments>
      <pubDate>Sun, 30 Jun 2024 18:42:03 +0900</pubDate>
    </item>
    <item>
      <title>12-19 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/922</link>
      <description>&lt;p data-ke-size=&quot;size16&quot;&gt;$$ \begin{cases} m&amp;amp;=1.05\ut{kg}\\ r&amp;amp;=4.2\ut{cm}\\ L&amp;amp;=6.0\ut{cm}\\g&amp;amp;=9.80665\ut{m/s^2} \end{cases} $$ $$\theta=\tan^{-1}{r\over L}$$ $$ \begin{cases} \Sigma F_{x}&amp;amp;=0\\ \Sigma F_{y}&amp;amp;=0\\ \end{cases} $$ $$ \begin{cases} 0&amp;amp;=N-T\sin\theta\\ 0&amp;amp;=T\cos\theta-mg\\ \end{cases} $$ $$\ab{a}$$ $$ \begin{aligned} T &amp;amp;={mg\over \cos\theta}\\ &amp;amp;={mg\over {L\over \sqrt{L^2+r^2}}}\\ &amp;amp;=\frac{21 \sqrt{149} g}{200}\\ &amp;amp;\approx 12.569068956048666\ut{N}\\ &amp;amp;\approx 13\ut{N}\\ \end{aligned} $$ $$\ab{b}$$ $$ \begin{aligned} N &amp;amp;=mg\tan\theta\\ &amp;amp;=mg{r\over L}\\ &amp;amp;=\frac{147 g}{200}\\ &amp;amp;=7.20788775\ut{N}\\ &amp;amp;\approx 7.2\ut{N}\\ \end{aligned} $$&lt;/p&gt;</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/922</guid>
      <comments>https://solutionpia.tistory.com/922#entry922comment</comments>
      <pubDate>Sun, 30 Jun 2024 18:14:32 +0900</pubDate>
    </item>
    <item>
      <title>12-18 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/921</link>
      <description>&lt;p data-ke-size=&quot;size16&quot;&gt;$$ \begin{cases} m&amp;amp;=13\ut{kg}\\ \theta&amp;amp;=55\degree\\ \phi&amp;amp;=25\degree\\g&amp;amp;=9.80665\ut{m/s^2} \end{cases} $$ $$ \begin{cases} \Sigma F_{x}&amp;amp;=0\\ \Sigma F_{y}&amp;amp;=0\\ \end{cases} $$ $$ \begin{cases} 0&amp;amp;=T\cos\phi-mg\sin\theta\\ 0&amp;amp;=-T\sin\phi-mg\cos\theta+N\\ \end{cases} $$ $$ \begin{aligned} T&amp;amp;={\sin\theta\over\cos\phi}mg \\ &amp;amp;\approx 1.1522662348306987\times10^2\ut{N}\\ &amp;amp;\approx 1.2\times10^2\ut{N}\\ \end{aligned} $$&lt;/p&gt;</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/921</guid>
      <comments>https://solutionpia.tistory.com/921#entry921comment</comments>
      <pubDate>Sun, 30 Jun 2024 13:08:22 +0900</pubDate>
    </item>
    <item>
      <title>12-17 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/920</link>
      <description>$$ \begin{cases} 
d&amp;=60\ut{m}\\
L&amp;=150\ut{m}\\
H&amp;=7.2\ut{m}\\
z&amp;=5.8\ut{m}\\
A&amp;=885\ut{cm^2}\\
\rho&amp;=2.8\ut{g/cm^3}\\
S_{\text{steel}}&amp;=400\times10^6\ut{N/m^2}
\end{cases} $$
$$\ab{a}$$
$$ \begin{aligned}
\Ans&amp;=mg\\
&amp;=\rho V g\\
&amp;=\rho L d z g\\
&amp;=1.4616\times10^8\ut{N}\\
&amp;\approx 1.5\times10^8\ut{N}\\
&amp;\approx 150\ut{MN}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
{F \over NA}&amp;={1\over2}S_{\text{steel}}\\
\end{aligned} $$
$$ \begin{aligned}
N
&amp;={2F \over AS_{\text{steel}}}\\
&amp;={2436g \over 295}\\
&amp;\approx 80.97965898305085\\
&amp;\approx 81\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/920</guid>
      <comments>https://solutionpia.tistory.com/920#entry920comment</comments>
      <pubDate>Sun, 30 Jun 2024 12:33:15 +0900</pubDate>
    </item>
    <item>
      <title>12-16 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/919</link>
      <description>(풀이자 주:문제의 맥락이 경첩과 잠금쇠를 잇는 1차원 막대문제로 풀라는 의도로 보입니다. 즉, 정사각형이라는 조건은 무시합니다. 만일 아니라면 답은 달라집니다.)
$$ \put \begin{cases} 
A : \text{Hinge}\\
B : \text{Lock}\\
\end{cases} $$

$$ \begin{cases} 
m&amp;=15\ut{kg}\\
L&amp;=0.91\ut{m}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$

$$x_\com={L\over2}-0.1=0.355\ut{m}$$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=N_A+N_B-mg\\
0&amp;=-x_\com mg+LN_B\\
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
N_B&amp;={x_\com \over L}mg\\
&amp;={1065\over182}g\\
&amp;\approx 57.38506730769231\ut{N}\\
&amp;\approx 57\ut{N}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
N_A&amp;={L-x_\com \over L}mg\\
&amp;={1665\over182}g\\
&amp;\approx 89.71468269230769\ut{N}\\
&amp;\approx 90\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/919</guid>
      <comments>https://solutionpia.tistory.com/919#entry919comment</comments>
      <pubDate>Sun, 30 Jun 2024 10:29:01 +0900</pubDate>
    </item>
    <item>
      <title>12-15 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/918</link>
      <description>$$ \begin{cases} 
a&amp;=2.5\ut{m}\\
b&amp;=3.0\ut{m}\\
c&amp;=1.0\ut{m}\\
F_1&amp;=20\ut{N}\\
F_2&amp;=10\ut{N}\\
F_3&amp;=8.0\ut{N}\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=F_h-F_3\\
0&amp;=F_v-F_1-F_2\\
0&amp;=dF_v-bF_2-aF_3\\
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
F_h&amp;=F_3=8.0\ut{N}\\

\end{aligned} $$
$$\ab{b}$$
$$ \begin{aligned}
F_v&amp;=F_1+F_2\\
&amp;=30\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$ \begin{aligned}
d&amp;={bF_2+aF_3\over F_v}\\
&amp;={5\over3}\ut{m}\\
&amp;\approx 1.6666666666666667\ut{m}\\
&amp;\approx 1.7\ut{m}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/918</guid>
      <comments>https://solutionpia.tistory.com/918#entry918comment</comments>
      <pubDate>Sat, 29 Jun 2024 16:18:12 +0900</pubDate>
    </item>
    <item>
      <title>12-14 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/917</link>
      <description>$$ \begin{cases} 
F_h&amp;=13.4\ut{N}\\
F_v&amp;=162.4\ut{N}\\
\end{cases} $$

$$ \begin{aligned}
 \Sigma \tau&amp;=-{d\over3}F_t\sin45\degree+d F_v \sin10\degree+dF_h\sin80\degree\\
 &amp;=0
\end{aligned} $$

$$ \begin{aligned}
F_t
&amp;=3\sqrt2\br{F_h\cos10\degree+F_v\sin10\degree}\\
&amp;={3\sqrt2\over5}\br{67\cos10\degree+812\sin10\degree}\\
&amp;\approx 175.63212110909666\ut{N}\\
&amp;\approx 176\ut{N}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/917</guid>
      <comments>https://solutionpia.tistory.com/917#entry917comment</comments>
      <pubDate>Sat, 29 Jun 2024 16:10:07 +0900</pubDate>
    </item>
    <item>
      <title>12-13 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/916</link>
      <description>$$ \begin{cases} 
h&amp;=3.00\ut{cm}\\
r&amp;=6.00\ut{cm}\\
m&amp;=0.415\ut{kg}\\
g&amp;=9.80665\ut{m/s^2}\\
\end{cases} $$

$$ \begin{cases} 
x&amp;=\sqrt{r^2-y^2}\\
y&amp;=r-h\\
\end{cases} $$

$$ \begin{aligned}
\Sigma \tau&amp;=-yF+xmg=0\\
F&amp;={x\over y} mg\\
&amp;=\frac{ \sqrt{h (2r-h)}}{r-h}mg\\
&amp;={83\sqrt3\over200}g\\
&amp;=\frac{16279039 \sqrt{3}}{4000000}\ut{N}\\
&amp;\approx 7.049030661598812\ut{N}\\
&amp;\approx 7.05\ut{N}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/916</guid>
      <comments>https://solutionpia.tistory.com/916#entry916comment</comments>
      <pubDate>Sat, 29 Jun 2024 15:29:36 +0900</pubDate>
    </item>
    <item>
      <title>12-12 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/915</link>
      <description>$$ \begin{cases} 
\theta_1&amp;=40\degree\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=-T_1\cos\theta_1+T_2\cos\theta_2\\
0&amp;=T_1\sin\theta_1+T_2\sin\theta_2-mg\\
\end{cases} $$
$$ T_2={mg\cos\theta_1\over\sin\br{\theta_1+\theta_2}}$$

$$\ab{a}$$
$$ \begin{aligned}
\min (T_2),\\
 {\sin\br{\theta_1+\theta_2}}&amp;=1\\
\theta_1+\theta_2&amp;=90\degree\\
\theta_2&amp;=50\degree\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
T_2
&amp;={\cos\theta_1\over\sin\br{\theta_1+\theta_2}}mg\\
&amp;=\cos40\degree mg\\
&amp;\approx 0.766044443118978 mg \\
&amp;\approx 0.77 mg \\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/915</guid>
      <comments>https://solutionpia.tistory.com/915#entry915comment</comments>
      <pubDate>Sat, 29 Jun 2024 13:50:57 +0900</pubDate>
    </item>
    <item>
      <title>12-11 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/914</link>
      <description>$$ \begin{cases} y&amp;=2.1\ut{m}\\ 
x&amp;=0.91\ut{m}\\ 
h&amp;=0.25\ut{m}\\ 
m&amp;=27\ut{kg}\\ 
g&amp;=9.80665\ut{m/s^2} \end{cases} $$ 

$$ \begin{cases} p&amp;=y-h\\ 
q&amp;=h\\ 
\end{cases} $$ 

$$ \begin{cases} A&amp;=(0,0)\\ 
B&amp;=(x,0)\\ 
C&amp;=(x,y)\\ 
D&amp;=(0,y)\\ 
P&amp;=(0,p)\\ 
Q&amp;=(0,q)\\ 
\end{cases} $$ 

$$ \begin{cases} N_{Py}&amp;={mg\over2}\\ 
N_{Qy}&amp;={mg\over2}\\ 
\end{cases} $$ 

$$ \begin{cases} \Sigma F_{x}&amp;=0\\ 
\Sigma \tau&amp;=0\\ 
\end{cases} $$ 

$$ \begin{cases} 0&amp;=N_{Px}+N_{Qx}\\ 
0&amp;=-pN_{Px}-qN_{Qx}-{x\over2}mg\\ 
\end{cases} $$ 

$$ \begin{cases} 
N_{Px}&amp;=-{x \over 2(p-q)}mg\\ 
N_{Qx}&amp;={x \over 2(p-q)}mg\\ 
\end{cases} $$ 

$$ \begin{cases} 
N_{Px}&amp;=-{x \over 2(y-2h)}mg\\ 
N_{Qx}&amp;={x \over 2(y-2h)}mg\\ 
\end{cases} $$ 

$$\ab{a}$$ 

$$ \begin{aligned} 
\vec N_P &amp;=-{x \over 2(y-2h)}mg\i+{1\over2}mg\j\\ 
&amp;=-{2457 \over 320}g\i+{27\over2}g\j\\ 
&amp;=-\br{7.529668453125\i+13.2389775\j}\times10\ut{N}\\ 
&amp;\approx \br{7.5\i+13\j}\times10\ut{N}\\ 
\end{aligned} $$ 

$$\ab{b}$$ 

$$ \begin{aligned} 
\vec N_Q &amp;={x \over 2(y-2h)}\i+{1\over2}mg\j\\ 
&amp;={2457 \over 320}g\i+{27\over2}g\j\\ 
&amp;=\br{7.529668453125\i+13.2389775\j}\times10\ut{N}\\ 
&amp;\approx \br{7.5\i+13\j}\times10\ut{N}\\ 
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/914</guid>
      <comments>https://solutionpia.tistory.com/914#entry914comment</comments>
      <pubDate>Sat, 29 Jun 2024 12:16:36 +0900</pubDate>
    </item>
    <item>
      <title>12-10 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/913</link>
      <description>$$ \begin{cases} 
S_{\text{wood}}&amp;=50\times10^6\ut{N/m^2}\\
\rho_{\text{wood}}&amp;=525\ut{kg/m^3}\\
A_{\text{wood}}&amp;=d^2\\
M&amp;=430\ut{kg}\\
a&amp;=1.9\ut{m}\\
b&amp;=2.5\ut{m}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$
$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=N_x-T_x\\
0&amp;=N_y-Mg-mg\\
0&amp;=aT_x-bMg-{b\over2}mg\\
\end{cases} $$
$$ \begin{cases} 
N_x&amp;={b\over2a}\br{m+2M}g\\
N_y&amp;=\br{m+M}g\\
\end{cases} $$
$$m=\rho AL=\rho A(a^2+b^2),$$
$$ \begin{cases} 
N_x&amp;=\frac{25}{76} \left(10353 A+1720\right) g\\
N_y&amp;=\left(\frac{10353 }{2}A+430\right) g\\
\end{cases} $$

$$ \begin{aligned}
N&amp;\lt{1\over6}N_{\max}\\
\sqrt{{N_x}^2+{N_y}^2}&amp;\lt{1\over6}AS_{\max}\\
\end{aligned} $$
$$A \gtrsim 0.0008420800400491018\ut{m^2}$$
$$ \begin{aligned}
d &amp;\gtrsim 0.029018615405444516\ut{m}\\
&amp;\gtrsim 0.029\ut{m}\\
&amp;\gtrsim 2.9\ut{cm}\\

\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/913</guid>
      <comments>https://solutionpia.tistory.com/913#entry913comment</comments>
      <pubDate>Sat, 29 Jun 2024 09:58:41 +0900</pubDate>
    </item>
    <item>
      <title>12-9 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/912</link>
      <description>$$ \put \begin{cases} 
A : \text{Rod}\\
B : \text{Box}\\
\end{cases} $$

$$ \begin{cases} 
L&amp;=1.82\ut{m}\\
W_{A}&amp;=200\ut{N}\\
W_{B}&amp;=300\ut{N}\\
\theta&amp;=30.0\degree\\
T_{\max}&amp;=412\ut{N}\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=N_x-T\cos\theta\\
0&amp;=N_y-W_A-W_B+T\sin\theta\\
0&amp;=-xW_B-{L\over2}W_A+TL\sin\theta\\
\end{cases} $$

$$\ab{a}$$
$$ 
T=\frac{1}{2\sin\theta}\left(\frac{2x }{L}W_B +W_A\right)\\
 $$
$$ 
T\le T_{\max}\\
 $$
$$ 
x\le\frac{2 T_{\max}  \sin \theta - W_A}{2 W_B}L\\
 $$
$$ \begin{aligned}
x&amp;\le{4823\over7500}\ut{m}\\
\end{aligned} $$
$$ \begin{aligned}
x_{\max}&amp;={4823\over7500}\ut{m}\\
&amp;\approx 0.6430666666666667\ut{m}\\
&amp;\approx 0.643\ut{m}\\
&amp;\approx 64.3\ut{cm}\\
\end{aligned} $$
$$\ab{b}$$
$$N_x=T\cos\theta$$
$$ \begin{aligned}
\max(N_x)&amp;=T_{\max}\cos\theta\\
&amp;=206\sqrt3\ut{N}\\
&amp;\approx 356.8024663591887\ut{N}\\
&amp;\approx 357\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$N_y=W_A+W_B-T\sin\theta$$
$$ \begin{aligned}
\max(N_y)&amp;=W_A+W_B-T\sin\theta\\
&amp;=294\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/912</guid>
      <comments>https://solutionpia.tistory.com/912#entry912comment</comments>
      <pubDate>Fri, 28 Jun 2024 21:22:20 +0900</pubDate>
    </item>
    <item>
      <title>12-8 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/911</link>
      <description>$$\ab{a}$$
$$\com(1)={L\over2}\le L-a_1,$$
$$ \begin{aligned}
a_1\le{L\over2}\taag1
\end{aligned} $$
$$\therefore \max(a_1)={L\over2}$$
$$\ab{b}$$
$$\com(12)={L+a_1\over2}\le L-a_2,$$
$$ \begin{aligned}
a_2\le{L-a_1\over2}\taag2
\end{aligned} $$
$$\therefore \max(a_2)={L\over2}\\(a_1=0)$$

$$\ab{c}$$
$$\com(123)={L+a_1+a_2\over2}\le L-a_3,$$
$$ \begin{aligned}
a_3\le{L-a_1-a_2\over2}\taag3
\end{aligned} $$
$$\therefore \max(a_3)={L\over2}\\(a_1=0, a_2=0)$$

$$\ab{d}$$
$$\com(1234)={L+a_1+a_2+a_3\over2}\le L-a_4,$$
$$ \begin{aligned}
a_4\le{L-a_1-a_2-a_3\over2}\taag4
\end{aligned} $$
$$\therefore \max(a_4)={L\over2}\\(a_1=0, a_2=0,a_3=0)$$

$$\ab{e}$$
$$h=a_1+a_2+a_3+a_4,$$
$$h\le a_1+{L-a_1\over2}+{L-a_1-a_2\over2}+{L-a_1-a_2-a_3\over2}\\
$$
$$h\le{a_1+7L\over8}$$

$$
h\le{15\over16}L\\

$$
$$\therefore \max(h)={15\over16}L\\\br{a_1={L\over2}, a_2={L\over4},a_3={L\over8},a_4={L\over16}}$$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/911</guid>
      <comments>https://solutionpia.tistory.com/911#entry911comment</comments>
      <pubDate>Wed, 26 Jun 2024 16:28:28 +0900</pubDate>
    </item>
    <item>
      <title>12-7 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/910</link>
      <description>$$ \begin{cases} 
E_\text{Iron}&amp;=200\times10^9\ut{N/m^2}\\
m&amp;=210\ut{kg}\\
R&amp;=1.20\ut{mm}\\
p&amp;=2.00\ut{mm}\\
L_{A}&amp;=2.50\ut{m}\\
L_{B}&amp;=L_{A}+p\\
\Delta L_B&amp;=\Delta L_A-p\\
\end{cases} $$
$${F\over A}=E\cdot{\Delta L\over L},$$

$$ \begin{cases} 
0&amp;=\Sigma F=T_A+T_B-mg\\
T_A&amp;=E (\pi R^2)\cdot{\Delta L_A\over L_A}\\
T_B&amp;=E (\pi R^2)\cdot{\Delta L_B\over L_B}\\
\end{cases} $$

$$ \begin{aligned}
\Delta L_A&amp;=\frac{{p E\pi R^2+mg(L_A+p)}}{  E \pi R^2(2 L_A+p)}L_A,\\
&amp;=\br{\frac{2919 g}{3201280 \pi }+\frac{5}{5002}}\ut{m}\\
&amp;\approx 3.845903854320749\times10^{-3}\ut{m}\\
&amp;\approx 3.85\times10^{-3}\ut{m}\\
&amp;\approx 3.85\ut{mm}\\
\end{aligned} $$
$$\ab{a}$$
$$ \begin{aligned}
T_A&amp;=E (\pi R^2)\cdot{\Delta L_A\over L_A}\\
&amp;=\frac{90 (2919 g+3200 \pi )}{2501}\ut{N}\\
&amp;\approx 1.391876731600904\times10^3\ut{N}\\
&amp;\approx 1.39\times10^3\ut{N}\\
&amp;\approx 1.39\ut{kN}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
T_B
&amp;=E (\pi R^2)\cdot{\Delta L_B\over L_B}\\
&amp;=E (\pi R^2)\cdot{\Delta L_A-p\over L_{A}+p}\\
&amp;=\frac{1500 (175 g-192 \pi )}{2501}\ut{N}\\
&amp;\approx 667.5197683990962\ut{N}\\
&amp;\approx 668\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$ \begin{aligned}
0&amp;=\Sigma \tau\\
&amp;=d_A T_A-d_BT_B,
\end{aligned} $$

$$ \begin{aligned}
{d_A\over d_B}
&amp;={T_B\over T_A}\\
&amp;=\frac{\frac{1500 (175 g-192 \pi )}{2501}}{\frac{90 (2919 g+3200 \pi )}{2501}}\\
&amp;=\frac{8750 g-9600 \pi }{8757 g+9600 \pi }\\
&amp;\approx 0.4795825328808613\\
&amp;\approx 0.480\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/910</guid>
      <comments>https://solutionpia.tistory.com/910#entry910comment</comments>
      <pubDate>Tue, 25 Jun 2024 21:29:00 +0900</pubDate>
    </item>
    <item>
      <title>12-6 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/909</link>
      <description>$$ \begin{cases} 
m_A&amp;=11.0\ut{kg}\\
\theta&amp;=30.0\degree\\
m_B&amp;=7.00\ut{kg}\\
g&amp;=9.80665\ut{m/s^2}
\end{cases} $$

$$T_A=m_Ag\sin\theta,$$

$$ \begin{aligned}
\vec T_A
&amp;=-m_Ag\sin\theta\cos\theta\i-m_Bg\sin^2\theta\j\\
&amp;=-{11\sqrt3g\over4}\i-{11g\over4}\j\taag1\\
\end{aligned} $$

$$T_B=m_Bg,$$
$$ \begin{aligned}
\vec T_B
&amp;=-m_Bg\j\\
&amp;=-7g\j\taag2\\
\end{aligned} $$

$$ \begin{aligned}
\vec T_S
&amp;=-\br{\vec T_A+\vec T_B}\\
&amp;={{11\sqrt3g\over4}\i+{39g\over4}\j}\\

\end{aligned} $$

$$\ab{a}$$
$$ \begin{aligned}
T_S
&amp;=\abs{{11\sqrt3g\over4}\i+{39g\over4}\j}\\
&amp;={g\over2}\sqrt{471}\\
&amp;\approx 106.4145795565597\ut{N}\\
&amp;\approx 106\ut{N}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
\phi&amp;=\tan^{-1}{{39g\over4}\over{11\sqrt3g\over4}}\\
&amp;=\tan^{-1}{{13\sqrt3}\over11}\\
&amp;\approx 1.1163690504087669\ut{rad}\\
&amp;\approx 1.12\ut{rad}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/909</guid>
      <comments>https://solutionpia.tistory.com/909#entry909comment</comments>
      <pubDate>Tue, 25 Jun 2024 19:33:24 +0900</pubDate>
    </item>
    <item>
      <title>12-5 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/908</link>
      <description>$$ \begin{cases} mg&amp;=413\ut{N}\\ 
\end{cases} $$ 

$$ \begin{cases} \Sigma F_x&amp;=0\\ 
\Sigma F_y&amp;=0\\ 
\Sigma \tau&amp;=0\\ 
\end{cases} $$ 

$$ \begin{cases} 0&amp;=N_x-T\sin\theta\\ 
0&amp;=N_y+T\cos\theta-mg\\ 
0&amp;=mg\br{L\over2}\sin\br{2\theta}-TL\sin\theta\\ 
\end{cases} $$ 

$$\ab{a}$$ 

$$ \begin{aligned} T &amp;=mg \cos\theta\\ 
&amp;={413\sqrt2\over2}\ut{N}\\ 
&amp;\approx 357.6684917629731\ut{N}\\ 
&amp;\approx 358\ut{N}\\ 
\end{aligned} $$ 

$$\ab{b}$$ 

$$ \begin{aligned} N_x &amp;= {1\over2} mg \sin(2\theta)\\ 
&amp;={413\over4}\sqrt3\ut{N}\\ 
&amp;\approx 178.8342458814866\ut{N}\\ 
&amp;\approx 179\ut{N}\\ 
\end{aligned} $$ 

$$\ab{c}$$ 

$$ \begin{aligned} N_y &amp;=mg \sin^2\theta\\ 
&amp;=-{413\over4}\ut{N}\\ 
&amp;= 103.25\ut{N}\\ 
&amp;\approx 103\ut{N}\\ 
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/908</guid>
      <comments>https://solutionpia.tistory.com/908#entry908comment</comments>
      <pubDate>Tue, 25 Jun 2024 18:25:09 +0900</pubDate>
    </item>
    <item>
      <title>12-4 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/907</link>
      <description>&lt;p data-ke-size=&quot;size16&quot;&gt;(모든 블록의 y축 두께는 문제의 결론에 영향을 주지 않으므로 무시합니다.) $$\ab{a}$$ $$ \put \begin{cases} T : \text{Top}\\ L : \text{Middle Left}\\ R : \text{Middle Right}\\ B : \text{Bottom}\\ l : \text{length} \end{cases} $$ $$ \begin{cases} \Sigma F_T&amp;amp;=0=N_T-mg\\ \Sigma F_{L}&amp;amp;=0=N_{L}-N_T-mg\\ \Sigma F_{R}&amp;amp;=0=N_{R}-mg\\ \Sigma F_B&amp;amp;=0=N_B-N_L-N_R-mg\\ \end{cases} $$ $$ \begin{cases} N_T&amp;amp;=mg\\ N_{L}&amp;amp;=2mg\\ N_{R}&amp;amp;=mg\\ N_B&amp;amp;=4mg\\ \end{cases} $$ $$\title{Stable Case}$$ $$ -{l\over 2}\le \com(\text{Block},x)\le{l\over 2}\\ \Updownarrow\\ \text{Block}\rarr\text{Stable}$$ $$\title{About T Block}$$ $$ \com(T,x)=0,$$ $$ T\rarr\text{Stable},\\ \Updownarrow\\ -{l\over 2}\le 0\le{l\over 2}\\ $$ $$\title{About L+T Block}$$ $$ \com(L+T,x)={-{l\over2}+a_1},$$ $$ L+T\rarr\text{Stable},\\ \Updownarrow\\ -{l\over 2}\le -l+a_1\le{l\over 2}\\ $$ $$\therefore {l\over 2}\le a_1\le {3\over2}l\taag1$$ $$\title{About R Block}$$ $$ \com(R,x)={a_1},$$ $$ R\rarr\text{Stable},\\ \Updownarrow\\ -{l\over 2}\le a_1\le{l\over 2}\\ $$ $$\therefore -{l\over 2}\le a_1\le{l\over 2}\taag2$$ $$(1),(2)\rarr a_1={l\over 2}$$ $$\title{About All Block}$$ $$ \begin{aligned} \com(\text{All},x) &amp;amp;={\Sigma xm\over\Sigma m}\\ &amp;amp;={0\cdot 2m+l\cdot m+{l\over2}\cdot m\over4 m}\\ &amp;amp;={3\over8}l\\ \end{aligned} $$ $$ \begin{aligned} \com(\text{All},x)&amp;amp;\le l-a_2\\ {3\over8}l&amp;amp;\le l-a_2\\ a_2&amp;amp;\le{5\over8}l \end{aligned} $$ $$ \begin{aligned} h_a &amp;amp;=a_1+a_2\\ &amp;amp;={l\over 2}+{5\over8}l\\ &amp;amp;={9\over8}l\\ \end{aligned} $$ $$\ab{b}$$ $$ \put \begin{cases} T : \text{Top}\\ L : \text{Middle Left}\\ R : \text{Middle Right}\\ B : \text{Bottom}\\ \end{cases} $$ $$ \begin{cases} \Sigma F_T&amp;amp;=0=N_{TL}+N_{TR}-mg\\ \Sigma F_{L}&amp;amp;=0=N_{L}-N_{TL}-mg\\ \Sigma F_{R}&amp;amp;=0=N_{R}-N_{TR}-mg\\ \Sigma F_B&amp;amp;=0=N_B-N_L-N_R-mg\\ \Sigma \tau_L&amp;amp;=0=-{l\over2}\cdot mg+b_1 \cdot N_L-l\cdot N_{TL}\\ \Sigma \tau_R&amp;amp;=0={l\over2}\cdot mg-b_1 \cdot N_R+l\cdot N_{TR}\\ \end{cases} $$ $$ \begin{cases} N_{TL}&amp;amp;={1\over2}mg\\ N_{TR}&amp;amp;={1\over2}mg\\ N_{L}&amp;amp;={3\over2}mg\\ N_R&amp;amp;={3\over2}mg\\ N_B&amp;amp;=4mg\\ b_1&amp;amp;={2\over3}l \end{cases} $$ $$\title{About All Block}$$ $$ \begin{aligned} \com(\text{All},x)={l\over2}&amp;amp;\le l-b_2\\ b_2&amp;amp;\le{l\over2} \end{aligned} $$ $$ \begin{aligned} h_b&amp;amp;=b_1+b_2\\ &amp;amp;={2\over3}l+{l\over2}\\ &amp;amp;={7\over6}l\\ \end{aligned} $$&lt;/p&gt;</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/907</guid>
      <comments>https://solutionpia.tistory.com/907#entry907comment</comments>
      <pubDate>Tue, 25 Jun 2024 17:45:51 +0900</pubDate>
    </item>
    <item>
      <title>12-3 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/906</link>
      <description>&lt;p&gt;&lt;figure class=&quot;imageblock alignCenter&quot; data-ke-mobileStyle=&quot;widthOrigin&quot; data-origin-width=&quot;357&quot; data-origin-height=&quot;734&quot;&gt;&lt;span data-url=&quot;https://blog.kakaocdn.net/dn/bpXvby/btsH29nuAk2/JxAISDqTU1kfA0A0IN8fI1/img.png&quot; data-phocus=&quot;https://blog.kakaocdn.net/dn/bpXvby/btsH29nuAk2/JxAISDqTU1kfA0A0IN8fI1/img.png&quot;&gt;&lt;img src=&quot;https://blog.kakaocdn.net/dn/bpXvby/btsH29nuAk2/JxAISDqTU1kfA0A0IN8fI1/img.png&quot; srcset=&quot;https://img1.daumcdn.net/thumb/R1280x0/?scode=mtistory2&amp;fname=https%3A%2F%2Fblog.kakaocdn.net%2Fdn%2FbpXvby%2FbtsH29nuAk2%2FJxAISDqTU1kfA0A0IN8fI1%2Fimg.png&quot; onerror=&quot;this.onerror=null; this.src='//t1.daumcdn.net/tistory_admin/static/images/no-image-v1.png'; this.srcset='//t1.daumcdn.net/tistory_admin/static/images/no-image-v1.png';&quot; loading=&quot;lazy&quot; width=&quot;357&quot; height=&quot;734&quot; data-origin-width=&quot;357&quot; data-origin-height=&quot;734&quot;/&gt;&lt;/span&gt;&lt;/figure&gt;
&lt;/p&gt;
$$ \begin{cases} 
m_A&amp;=85\ut{kg}\\
m_B&amp;=10\ut{kg}\\
M&amp;=\Sigma m= 95\ut{kg}\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{x}&amp;=0\\
\Sigma F_{y}&amp;=0\\
\Sigma \tau_{D}&amp;=0\\
\end{cases} $$
$$ \begin{cases} 
0&amp;=N_C-f_D\\
0&amp;=N_D-Mg\\
0&amp;=\br{x_{AD}}m_Ag+\br{x_{BD}}m_Bg-\br{y_{CD}}N_C\\
\end{cases} $$

$$ \begin{cases} 
x_{AD}&amp;={L_{AD}\over L_{CD}}x_{OD}\\
x_{BD}&amp;={1\over 2}x_{OD}\\
y_{CD}&amp;=\sqrt{{L_{CD}}^2-{x_{OD}}^2}\\
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
N_C
&amp;={x_{OD}\over y_{CD}}\cdot\br{{L_{AD}\over L_{CD}}m_A+{m_B\over 2}}g\\
&amp;={x_{OD}\over \sqrt{{L_{CD}}^2-{x_{OD}}^2}}\cdot\br{{L_{AD}\over L_{CD}}m_A+{m_B\over 2}}g\\
&amp;={1475\over8\sqrt{231}}g\\
&amp;\approx 118.96431792914245\ut{N}\\
&amp;\approx 1.2\times10^2\ut{N}\\
\end{aligned} $$

$$\ab{b,c}$$
$$ \begin{cases} 
f_D&amp;=N_C\\
N_D&amp;=Mg\\
\end{cases} $$
$$ \begin{aligned}
\vec F_D
&amp;=f_D\i+N_D\j\\
&amp;=N_C\i+Mg\j\\
\end{aligned} $$
$$\ab{b}$$
$$ \begin{aligned}
F_D
&amp;=\sqrt{{N_C}^2+\br{Mg}^2}\\
&amp;=g \sqrt{M^2+\br{x_{OD}\over y_{CD}}^2\br{{L_{AD}\over L_{CD}}m_A+{m_B\over2}}^2}\\
&amp;=\frac{5 }{8}\sqrt{\frac{5424049}{231}}g\\
&amp;\approx 939.1965856775718\ut{N}\\
&amp;\approx 9.4\times10^2\ut{N}\\
\end{aligned} $$
$$\ab{c}$$
$$ \begin{aligned}
\theta
&amp;=\tan^{-1}{Mg\over N_C}\\
&amp;=\tan^{-1}{M\over {x_{OD}\over y_{CD}}\cdot\br{{L_{AD}\over L_{CD}}m_A+{m_B\over 2}}}\\
&amp;=\tan^{-1}{152\sqrt{231}\over295}\\
&amp;\approx 1.4437891006369301\ut{rad}\\
&amp;\approx 1.4\ut{rad}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/906</guid>
      <comments>https://solutionpia.tistory.com/906#entry906comment</comments>
      <pubDate>Tue, 18 Jun 2024 21:28:12 +0900</pubDate>
    </item>
    <item>
      <title>12-2 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/905</link>
      <description>$$ \begin{cases} 
m&amp;=6.40\ut{kg}\\
g&amp;=9.80665\ut{m/s^2}\\
\end{cases} $$

$$ \begin{cases} 
F&amp;=T_1\\
T_2&amp;=2T_1\\
T_3&amp;=2T_2\\
0&amp;=T_1+T_2+T_3-mg\\
T&amp;=2T_3\\
\end{cases} $$
$$ \begin{aligned}
T&amp;={8\over7}mg\\
&amp;=71.72864\ut{N}\\
&amp;\approx 71.7\ut{N}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/905</guid>
      <comments>https://solutionpia.tistory.com/905#entry905comment</comments>
      <pubDate>Mon, 17 Jun 2024 21:30:44 +0900</pubDate>
    </item>
    <item>
      <title>12-1 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/904</link>
      <description>$$ \begin{cases} 
m_Ag&amp;=32\ut{N}\\
m_Bg&amp;=45\ut{N}\\
\phi&amp;=35\degree\\
\end{cases} $$

$$ \begin{cases} 
\Sigma \vec F_A&amp;=0\\
\Sigma \vec F_B&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
\Sigma F_{Ax}&amp;=0\\
\Sigma F_{Bx}&amp;=0\\
\Sigma F_{Ay}&amp;=0\\
\Sigma F_{By}&amp;=0\\
\end{cases} $$

$$ \begin{cases} 
0&amp;=T_2-T_1\sin\phi\\
0&amp;=-T_2+T_3\sin\theta\\
0&amp;=T_1\cos\phi-m_Ag\\
0&amp;=T_3\cos\theta-m_Bg\\
\end{cases} $$

$$\ab{a}$$
$$ \begin{aligned}
T_1&amp;= {m_A g \over \cos\phi}\\
&amp;={32 \over \cos35\degree}\\
&amp;\approx 39.064786840366594\ut{N}\\
&amp;\approx 39\ut{N}\\
\end{aligned} $$

$$\ab{b}$$
$$ \begin{aligned}
T_2&amp;= {m_A g \tan\phi}\\
&amp;={32 \tan 35\degree}\\
&amp;\approx 22.40664122271071\ut{N}\\
&amp;\approx 22\ut{N}\\
\end{aligned} $$

$$\ab{c}$$
$$ \begin{aligned}
T_3&amp;= \sqrt{{T_2}^2+\br{m_Bg}^2}\\
&amp;\approx 50.269847531927915\ut{N}\\
&amp;\approx 50\ut{N}\\
\end{aligned} $$

$$\ab{d}$$
$$ \begin{aligned}
\theta 
&amp;=\tan ^{-1}\br{{T_2\over m_Bg}}\\
&amp;\approx 0.4619865204671019\ut{rad}\\
&amp;\approx 0.46\ut{rad}\\
\end{aligned} $$</description>
      <category>11판/12. 평형과 탄성</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/904</guid>
      <comments>https://solutionpia.tistory.com/904#entry904comment</comments>
      <pubDate>Mon, 17 Jun 2024 21:23:35 +0900</pubDate>
    </item>
    <item>
      <title>11-60 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/903</link>
      <description>&lt;p data-ke-size=&quot;size16&quot;&gt;(풀이자주:풀이에 도형의 회전관성이 필요합니다. 관련한 내용은 별도의 링크로 분리했습니다. 해당 내용에 관한 이해는 현재과정에서의 필수는 아니니 결론만 보고 건너뛰어도 무방합니다.)&lt;/p&gt;
&lt;p data-ke-size=&quot;size16&quot;&gt;&lt;a href=&quot;https://solutionpia.tistory.com/794&quot;&gt;https://solutionpia.tistory.com/794&lt;/a&gt;&lt;/p&gt;
&lt;figure id=&quot;og_1718621422728&quot; contenteditable=&quot;false&quot; data-ke-type=&quot;opengraph&quot; data-ke-align=&quot;alignCenter&quot; data-og-type=&quot;article&quot; data-og-title=&quot;속이 채워진 얇은 원반의 회전 관성&quot; data-og-description=&quot;$$\title{Rotational Inertia of Solid Disk}$$ $$ \sigma=\frac{\dd m}{\dd a}=\frac{M}{A}=\frac{M}{\pi R^2} \taag1$$ $$ \begin{aligned} l&amp;amp;=r\theta,\\ \dd l&amp;amp;=r \dd \theta\\ \end{aligned} $$ $$ \begin{aligned} \dd a&amp;amp;=\dd r \cdot \dd l\\ &amp;amp;=\dd r \cdot (r \dd\the&quot; data-og-host=&quot;solutionpia.tistory.com&quot; data-og-source-url=&quot;https://solutionpia.tistory.com/794&quot; data-og-url=&quot;https://solutionpia.tistory.com/794&quot; data-og-image=&quot;https://scrap.kakaocdn.net/dn/YzKK7/hyWlo47zFN/vRoQP0YPQf190vIvfXMGcK/img.png?width=800&amp;amp;height=800&amp;amp;face=0_0_800_800,https://scrap.kakaocdn.net/dn/b2Utc1/hyWoAiw634/1Iaro7kbzUMXlvwVw1B3Ek/img.png?width=800&amp;amp;height=800&amp;amp;face=0_0_800_800,https://scrap.kakaocdn.net/dn/daCjCw/hyWoFxmBpB/gpRseVAb0XiQVL29lsWr50/img.jpg?width=1400&amp;amp;height=1400&amp;amp;face=0_0_1400_1400&quot;&gt;&lt;a href=&quot;https://solutionpia.tistory.com/794&quot; target=&quot;_blank&quot; rel=&quot;noopener&quot; data-source-url=&quot;https://solutionpia.tistory.com/794&quot;&gt;
&lt;div class=&quot;og-image&quot; style=&quot;background-image: url('https://scrap.kakaocdn.net/dn/YzKK7/hyWlo47zFN/vRoQP0YPQf190vIvfXMGcK/img.png?width=800&amp;amp;height=800&amp;amp;face=0_0_800_800,https://scrap.kakaocdn.net/dn/b2Utc1/hyWoAiw634/1Iaro7kbzUMXlvwVw1B3Ek/img.png?width=800&amp;amp;height=800&amp;amp;face=0_0_800_800,https://scrap.kakaocdn.net/dn/daCjCw/hyWoFxmBpB/gpRseVAb0XiQVL29lsWr50/img.jpg?width=1400&amp;amp;height=1400&amp;amp;face=0_0_1400_1400');&quot;&gt;&amp;nbsp;&lt;/div&gt;
&lt;div class=&quot;og-text&quot;&gt;
&lt;p class=&quot;og-title&quot; data-ke-size=&quot;size16&quot;&gt;속이 채워진 얇은 원반의 회전 관성&lt;/p&gt;
&lt;p class=&quot;og-desc&quot; data-ke-size=&quot;size16&quot;&gt;$$\title{Rotational Inertia of Solid Disk}$$ $$ \sigma=\frac{\dd m}{\dd a}=\frac{M}{A}=\frac{M}{\pi R^2} \taag1$$ $$ \begin{aligned} l&amp;amp;=r\theta,\\ \dd l&amp;amp;=r \dd \theta\\ \end{aligned} $$ $$ \begin{aligned} \dd a&amp;amp;=\dd r \cdot \dd l\\ &amp;amp;=\dd r \cdot (r \dd\the&lt;/p&gt;
&lt;p class=&quot;og-host&quot; data-ke-size=&quot;size16&quot;&gt;solutionpia.tistory.com&lt;/p&gt;
&lt;/div&gt;
&lt;/a&gt;&lt;/figure&gt;
&lt;p data-ke-size=&quot;size16&quot;&gt;$$I_{\text{Solid Disk}}=\frac{1}{2}MR^2,$$ $$ \begin{cases} m_B&amp;amp;=m\\ m_D&amp;amp;=4.0m\\ R_{Bi}&amp;amp;=R_D\\ R_{Bf}&amp;amp;={1\over2}R_D\\ \omega_i&amp;amp;=0.345\ut{rad/s} \end{cases} $$ $$\ab{a}$$ $$\Delta \Sigma \vec L=0,$$ $$ \begin{aligned} 0 &amp;amp;=\Delta \Sigma \br{I \omega}\\ &amp;amp;=\Delta \br{ \omega\cdot\Sigma I}\\ &amp;amp;={ \omega_f\Sigma I_f}-{ \omega_i\Sigma I_i}\\ \end{aligned} $$ $$ \begin{aligned} \vec \omega_{f} &amp;amp;={\Sigma I_i\over \Sigma I_f}\vec \omega_{i}\\ &amp;amp;={I_{Bi}+I_{D}\over I_{Bf}+I_{D}}\vec \omega_{i}\\ &amp;amp;={m_B{R_{Bi}}^2+\frac{1}{2}m_D{R_D}^2\over m_B{R_{Bf}}^2+\frac{1}{2}m_D{R_D}^2}\vec \omega_{i}\\ &amp;amp;={2(m){R_D}^2+(4m){R_D}^2\over 2(m)\br{R_D\over2}^2+(4m){R_D}^2}\vec \omega_{i}\\ &amp;amp;={4\over3}\vec\omega_i\\ &amp;amp;=0.46\ut{rad/s} \end{aligned} $$ $$\ab{b}$$ $$ \put \begin{cases} \RE : \text{Rotational Kinetic Energy}\\ \end{cases} $$ $$ \begin{aligned} \Ans &amp;amp;={\Sigma E_f\over\Sigma E_i}\\ &amp;amp;={\Sigma \RE_f\over\Sigma \RE_i}\\ &amp;amp;={\Sigma \br{{1\over2}I_f{\omega_f}^2}\over\Sigma \br{{1\over2}I_i{\omega_i}^2}}\\ &amp;amp;={{1\over2}{\omega_f}^2\Sigma I_f\over{1\over2}{\omega_i}^2\Sigma I_i}\\ &amp;amp;=\br{\omega_f\over\omega_i}^2\cdot{\Sigma I_f\over \Sigma I_i}\\ &amp;amp;=\br{\omega_f\over\omega_i}^2\cdot{\omega_i\over\omega_f}\\ &amp;amp;={\omega_f\over\omega_i}\\ &amp;amp;={4\over3}\\ &amp;amp;\approx 1.3333333333333333\\ &amp;amp;\approx 1.3\\ \end{aligned} $$ $$\ab{c}$$ $$\text{Bug's move}$$&lt;/p&gt;
&lt;p data-ke-size=&quot;size16&quot;&gt;&amp;nbsp;&lt;/p&gt;</description>
      <category>11판/11. 굴림운동, 토크, 각운동량</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/903</guid>
      <comments>https://solutionpia.tistory.com/903#entry903comment</comments>
      <pubDate>Mon, 17 Jun 2024 19:50:27 +0900</pubDate>
    </item>
    <item>
      <title>11-59 할리데이 11판 솔루션 일반물리학</title>
      <link>https://solutionpia.tistory.com/902</link>
      <description>&lt;p data-ke-size=&quot;size16&quot;&gt;$$ \begin{cases} {I_f\over I_i}&amp;amp;=85\%\\ \end{cases} $$ $$\Delta \Sigma \vec L=0,$$ $$ \begin{aligned} 1 &amp;amp;={L_f\over L_i}\\ &amp;amp;={I_f\omega_f\over I_i\omega_i}\\ \end{aligned} $$ $${\omega_f\over \omega_i}={I_i\over I_f}\taag1$$ $$ \put \begin{cases} 
\RE : \text{Rotational Kinetic Energy}\\
\end{cases} $$
$$ \begin{aligned} Ans &amp;amp;={\RE_f\over\RE_i}\\ &amp;amp;={{1\over2}I_f{\omega_f}^2\over{1\over2}I_i{\omega_i}^2}\\ &amp;amp;={I_f\over I_i}\cdot\br{\omega_f\over \omega_i}^2\\ &amp;amp;={I_f\over I_i}\cdot\br{I_i\over I_f}^2\\ &amp;amp;={I_i\over I_f}\\ &amp;amp;={100\over85}\\ &amp;amp;={20\over17}\\ &amp;amp;\approx 1.1764705882352942\\ &amp;amp;\approx 1.2\\ \end{aligned} $$&lt;/p&gt;</description>
      <category>11판/11. 굴림운동, 토크, 각운동량</category>
      <author>짱세디럭스</author>
      <guid isPermaLink="true">https://solutionpia.tistory.com/902</guid>
      <comments>https://solutionpia.tistory.com/902#entry902comment</comments>
      <pubDate>Sun, 16 Jun 2024 19:47:10 +0900</pubDate>
    </item>
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