Tag Archives: equilibrium of truss members

Statics 3.6 – Equilibrium of Truss Members Connected to a Gusset Plate | Hibbeler 14th Edition


The gusset plate is subjected to the forces of three members. Determine the tension force in member C and its angle θ for equilibrium. The forces are concurrent at point O. Take F=8 kN.

Engineering Mechanics: Statics 14th Edition by RC Hibbeler Problem 3-5 Equilibrium of Truss Members Connected in a Gusset Plate

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Statics 3.2 – Equilibrium of Truss Members that are Pin Connected | Hibbeler 14th Edition


The members of a truss are pin connected at joint O. Determine the magnitude of F1 and its angle θ for equilibrium. Set F2=6 kN.

Figure 3.1: Engineering Mechanics: Statics Equilibrium of Particle
Figure 3.1/3.2

Solution:

Free-body diagram:

Free-body-diagram-for-Problem-3.2 of Engineering Mechanics: Statics by Russell C. Hibbeler

Equations of Equilibrium:

The summation of forces in the x-direction:

\begin{aligned}
\sum F_x & = 0 &\\
6 \sin 70 \degree + F_1 \cos \theta - 5 \cos 30 \degree - \dfrac {4}{5} \left(7 \right) & = 0 & \\
 F_1 \cos \theta & = 4.2920 & (1)
\end{aligned}

The summation of forces in the y-direction:

\begin{aligned}
\sum F_y & =0 & \\
6 \cos 70 \degree+5 \sin 30 \degree - F_1 \sin \theta - \dfrac{3}{5} \left( 7 \right ) & =0 & \\
F_1 \sin \theta &=0.3521 & (2)\\
\end{aligned}

We came up with 2 equations with unknowns F_1 and \theta . To solve the equations simultaneously, we can use the method of substitution.

Using equation 1, solve for F_1 in terms of \theta .

\begin{aligned}
F_1 \cos \theta & = 4.2920  &\\
F_1 & =\dfrac{4.2920}{ \cos \theta } & (3) \\
\end{aligned}

Now, substitute this equation (3) to equation (2).

\begin{aligned}
F_1 \sin \theta & = 0.3521 \\
\left ( \dfrac {4.2920}{\cos \theta} \right) \sin \theta & =0.3521 \\
4.2920 \cdot \dfrac{\sin \theta}{\cos \theta} & = 0.3521 \\
4.2920 \tan \theta & = 0.3521 \\
\tan \theta & = \dfrac{0.3521}{4.2920} \\
\theta &= \tan ^{-1} \dfrac{0.3521}{4.2920} \\
\theta & = 4.69 \degree

\end{aligned}

Substitute the solved value of \theta to equation (3).

\begin{aligned}
F_1 & = \dfrac{4.2920}{\cos \theta} \\
F_1 &= \dfrac{4.2920}{\cos 4.69 \degree} \\
F_1 & = 4.31 \text{kN}
\end{aligned}

Therefore, the answers to the questions are:

\begin{aligned}
F_1= & \:4.31 \: \text {kN} \\
\theta = & \: 4.69 \degree
\end{aligned} 

Statics 3.1 – Equilibrium of Truss Members in Pin Connection | Hibbeler 14th Edition


The members of a truss are pin connected at joint O. Determine the magnitudes of F1 and F2 for equilibrium. Set θ=60.

Figure 3.1: Engineering Mechanics: Statics Equilibrium of Particle
Figure 3.1

Solution:

Free-body diagram:

Free-Body Diagram for Problem 3.1 of Engineering Mechanics: Statics 14th Edition by Russell C. Hibbeler

Equations of Equilibrium:

Take the sum of horizontal forces considering forces to the right positive, and equate to zero.

\begin {aligned}


\sum{F}_x &= 0 & \\

F_1 \cos{60 \degree}+F_2 \sin{70 \degree}-5\cos{30 \degree}-\dfrac{4}{5}\left(7\right) &= 0 &\\

0.5F_1+0.9397F_2&=9.9301 &(1)\\

\end {aligned}

Take the sum of vertical forces considering upward forces positive, and equate to zero.

\begin{aligned}

\sum F_y&=0 &\\

-F_1\sin60\degree+F_2\cos70\degree+5\sin30\degree-\dfrac{3}{5}\left(7\right)&=0 &\\

-0.8660F_1+0.3420F_2&=1.7 &(2)\\

\end{aligned}

Now, we have two equations with two unknowns F_1 and F_2 . So, we have a system of two equations. We can solve this using algebra, or we can directly use our calculator with this capability. The answers are

F_1=1.83 \: \text{kN}\\
F_2=9.60 \: \text{kN}