Engineering Mechanics: Statics and Dynamics, 14th Edition

Engineering Mechanics: Statics and Dynamics, 14th Edition

Authors: Russell C. Hibbeler

ISBN-13: 978-0133915426

See our solution for Question 34P from Chapter 9 from Hibbeler's Engineering Mechanics.

Problem 34P

Chapter:
Problem:
The steel plate is 0.3 m thick and has a density of...

Step-by-Step Solution

Step 1

We are given that the equation of first curve is ${y_1} = - x$ and the equation of second curve is ${y_2} = \sqrt {2x} $. The thickness of plate is $t = 0.3\;{\rm{m}}$ and the density of plate is $\rho = 7850\;{\rm{kg/}}{{\rm{m}}^3}$.


We are asked to locate the center of mass of plate and the reactions at the pin and roller support.

Images


We have the vertical distance of first curve from axis is ${h_1} = 2\;{\rm{m}}$.

We have the vertical distance of second curve from axis is ${h_2} = 2\;{\rm{m}}$.

We have the horizontal distance of point A to end point is $d = 2\;{\rm{m}}$.


 
Step 2

The centroid of the given curves is given as:

\[\left( {\bar x,\bar y} \right) = \left( {x,\frac{{{y_1} + {y_2}}}{2}} \right)\]
 
Step 3

To calculate the area of strip we use the formula:

\[dA = \left( {{y_2} - {y_1}} \right)dx\]
 
Step 4

Substitute the known values in the formula:

\begin{array}{c} dA = \left( {\sqrt {2x} - \left( { - x} \right)} \right)dx\\ = \left( {\sqrt {2x} + x} \right)dx \end{array}
 
Step 5

To calculate the centroid of curve about x-axis we use the formula:

\[\bar x = \frac{{\int {\bar xdA} }}{{\int {dA} }}\]...... (1)
 
Step 6

The numerator of the equation (1) is calculated as:

\begin{array}{c} \int {\bar xdA} = \int\limits_0^2 {x\left( {\sqrt {2x} + x} \right)dx} \\ = \int\limits_0^2 {\left( {\sqrt 2 {x^{3/2}} + {x^2}} \right)dx} \\ = \left[ {\sqrt 2 \frac{{{x^{5/2}}}}{{\left( {\frac{5}{2}} \right)}} + \frac{{{x^3}}}{3}} \right]_0^2\\ = \left[ {\frac{{2\sqrt 2 }}{5}{x^{5/2}} + \frac{{{x^3}}}{3}} \right]_0^2 \end{array}
 
Step 7

Substitute the lower and upper limit of integration in the equation:

\[\begin{array}{c} \int {\bar x} dA = \left( {\frac{{2\sqrt 2 }}{5}{{\left( 2 \right)}^{5/2}} + \frac{{{{\left( 2 \right)}^3}}}{3}} \right) - \left( {\frac{{2\sqrt 2 }}{5}{{\left( 0 \right)}^{5/2}} + \frac{{{{\left( 0 \right)}^3}}}{3}} \right)\\ = \left( {3.2 + 2.67} \right) - \left( {0 + 0} \right)\\ = 5.87 \end{array}\]
 
Step 8

The denominator of the equation (1) is calculated as:

\begin{array}{c} \int {dA} = \int\limits_0^2 {\left( {\sqrt {2x} + x} \right)dx} \\ = \left[ {\frac{{\sqrt 2 {x^{3/2}}}}{{\left( {\frac{3}{2}} \right)}} + \frac{{{x^2}}}{2}} \right]_0^2\\ = \left[ {\frac{{2\sqrt 2 {x^{3/2}}}}{3} + \frac{{{x^2}}}{2}} \right]_0^2 \end{array}
 
Step 9

Substitute the lower and upper limit of integration in the equation:

\begin{array}{c} \int {dA} = \left( {\frac{{2\sqrt 2 {{\left( 2 \right)}^{3/2}}}}{3} + \frac{{{{\left( 2 \right)}^2}}}{2}} \right) - \left( {\frac{{2\sqrt 2 {{\left( 0 \right)}^{3/2}}}}{3} + \frac{{{{\left( 0 \right)}^2}}}{2}} \right)\\ = 2.667 + 2\\ = 4.667 \end{array}
 
Step 10

Substitute the known values in equation (1):

\begin{array}{c} \bar x = \frac{{5.87}}{{4.667}}\\ = 1.26 \end{array}Step 11

To calculate the centroid of curve about y-axis we use the formula:

\[\bar y = \frac{{\int {\bar ydA} }}{{\int {dA} }}\]...... (2)
 
Step 12

The numerator of the equation (2) is calculated as:

\[\int {\bar ydA} = \int\limits_0^2 {\left( {\frac{{{y_1} + {y_2}}}{2}} \right)\left( {\sqrt {2x} + x} \right)dx} \]
 
Step 13

Substitute the known values in equation:

\begin{array}{c} \int {\bar y} dA = \int\limits_0^2 {\left( {\frac{{ - x + \sqrt {2x} }}{2}} \right)\left( {\sqrt {2x} + x} \right)dx} \\ = \frac{1}{2}\int\limits_0^2 {\left( {{{\left( {\sqrt {2x} } \right)}^2} - {{\left( x \right)}^2}} \right)} dx\\ = \frac{1}{2}\left[ {\frac{{2{x^2}}}{2} - \frac{{{x^3}}}{3}} \right]_0^2\\ = \frac{1}{2}\left[ {{x^2} - \frac{{{x^3}}}{3}} \right]_0^2 \end{array}
 
Step 14

Substitute the lower and upper limit of integration in the equation:

\begin{array}{c} \int {\bar y} dA = \frac{1}{2}\left( {{{\left( 2 \right)}^2} - \frac{{{{\left( 2 \right)}^3}}}{3}} \right) - \frac{1}{2}\left( {{{\left( 0 \right)}^2} - \frac{{{{\left( 0 \right)}^3}}}{3}} \right)\\ = \frac{1}{2}\left( {4 - 2.67} \right) - \frac{1}{2}\left( {0 - 0} \right)\\ = \frac{1}{2}\left( {1.33} \right)\\ = 0.665 \end{array}
 
Step 15

Substitute the known values in equation (2):

\begin{array}{c} \bar y = \frac{{0.665}}{{4.667}}\\ = 0.142 \end{array}
 
Step 16

To calculate the weight of the plate we use the formula:

\[W = \rho gAt\]
 
Step 17

Substitute the known values in the formula:

\begin{array}{c} W = \left( {7850\;{\rm{kg/}}{{\rm{m}}^3}} \right)\left( {9.81\;{\rm{m/}}{{\rm{s}}^2}} \right)\left( {4.667\;{{\rm{m}}^2}} \right)\left( {0.3\;{\rm{m}}} \right)\left( {\frac{{1\;{\rm{N}}}}{{1\;{\rm{kg}} \cdot {\rm{m/}}{{\rm{s}}^2}}}} \right)\\ = 107819.6\;{\rm{N}} \end{array}
 
Step 18

The free body diagram of the plate is shown as:

Images


Here, ${A_x}$ is the reaction at point A, ${A_y}$ is the reaction at point A and ${N_B}$ is the normal force at point B which makes an angle $\theta = 45^\circ $.


 
Step 19

Applying the moment of force equation about point A:

\[ - \bar xW + {N_B}\cos \theta {h_2} + {N_B}\sin \theta d = 0\]
 
Step 20

Substitute the known values in the equation:

\[\begin{array}{c} \left\{ \begin{array}{l} - \left( {1.26\;{\rm{m}}} \right)\left( {107819.6\;{\rm{N}}} \right) + \\ {N_B}\cos 45^\circ \left( {2\;{\rm{m}}} \right) + \\ {N_B}\sin 45^\circ \left( {2\;{\rm{m}}} \right) \end{array} \right\} = 0\\ {N_B}\left( {\left( {0.707} \right)\left( {2\;{\rm{m}}} \right) + \left( {0.707} \right)\left( {2\;{\rm{m}}} \right)} \right) = {\rm{135852}}{\rm{.7}}\;{\rm{N}}\\ {N_B} = \frac{{{\rm{135852}}{\rm{.7}}\;{\rm{N}}}}{{2.828}}\\ = {\rm{48038}}{\rm{.4}}\;{\rm{N}} \end{array}\]
 
Step 21

Applying the equilibrium force of equation along x-axis:

\begin{array}{c} \sum {F_x} = 0\\ - {A_x} + {N_B}\sin \theta = 0 \end{array}
 
Step 22

Substitute the known values in the equation:

\[\begin{array}{c} - {A_x} + \left( {48038.4\;{\rm{N}}} \right)\sin 45^\circ = 0\\ {A_x} = \left( {48038.4\;{\rm{N}}} \right)\left( {0.707} \right)\\ = {\rm{33963}}{\rm{.1}}\;{\rm{N}} \end{array}\]
 
Step 23

Applying the equilibrium force of equation along y-axis:

\begin{array}{c} \sum {F_y} = 0\\ {A_y} + {N_B}\cos \theta - W = 0 \end{array}
 
Step 24

Substitute the known values in the equation:

\[\begin{array}{c} \left\{ \begin{array}{l} {A_y} + \left( {48038.4\;{\rm{N}}} \right)\cos 45^\circ \\ - 107819.6\;{\rm{N}} \end{array} \right\} = 0\\ {A_y} = - \left( {48038.4\;{\rm{N}}} \right)\left( {0.707} \right) + 107819.6\;{\rm{N}}\\ = - {\rm{33963}}{\rm{.1}}\;{\rm{N}} + 107819.6\;{\rm{N}}\\ = {\rm{73856}}{\rm{.5}}\;{\rm{N}} \end{array}\]