Question 6.5: Determine the components of the forces acting on each member...

Determine the components of the forces acting on each member of the frame shown.

6.5
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STRATEGY: The approach to this analysis is to consider the entire frame as a free body to determine the reactions, and then consider separate members. However, in this case, you will not be able to determine forces on one member without analyzing a second member at the same time.
MODELING and ANALYSIS:
The external reactions involve only three unknowns, so compute the reactions by considering the free-body diagram of the entire frame (Fig. 1).

+\circlearrowleft \sum{M_E=0:} \quad \quad -(2400 \text{ N})(3.6 \text{ m})+F(4.8 \text{ m})=0 \\ \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad F=+1800 \text{ N} \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad\pmb{\text{F}}=1800 \text{ N}\uparrow \\ +\uparrow \sum{F_y}=0: \quad \quad -2400 \text{ N}+1800 \text{ N}+E_y=0 \\ \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad E_y=+600 \text{ N} \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \pmb{\text{E}}_{y}=600 \text{ N}\uparrow \\ \underrightarrow{+}\sum{F_x}=0: \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \quad \pmb{\text{E}}_{x}=0

Now dismember the frame. Since only two members are connected at each joint, force components are equal and opposite on each member at each joint (Fig. 2).

Free Body: Member BCD.

+\circlearrowleft \sum{M_B}=0: \quad \quad -(2400 \text{ N})(3.6 \text{ m})+C_y(2.4 \text{ m})=0 \quad C_y=+3600 \text{ N} \\ +\circlearrowleft \sum{M_C}=0: \quad \quad -(2400 \text{ N})(1.2 \text{ m})+B_y(2.4 \text{ m})=0 \quad B_y=+1200 \text{ N}\\ \underrightarrow{+}\sum{F_x}=0: \quad \quad -B_x+C_x=0

Neither B_x \text{ nor }C_x can be obtained by considering only member BCD; you need to look at member ABE. The positive values obtained for B_y \text{ and }C_y indicate that the force components \pmb{\text{B}}_{y} \text{ and }\pmb{\text{C}}_yare directed as assumed.

Free Body: Member ABE.

\begin{matrix} +\circlearrowleft \sum{M_A}=0: & B_x(2.7 \text{ m})&=&0 && B_x=0 \\ \underrightarrow{+}\sum{F_x}=0: & -B_x-A_x&=&0 && A_x=0 \\ +\uparrow \sum{F_y}=0: & -A_y+B_y+600 \text{ N}&=&0 \\ & -A_y+1200 \text{ N}+600 \text{ N}&=&0 && A_y=+1800 \text{ N} \end{matrix}

Free Body: Member BCD. Returning now to member BCD, you have

\underrightarrow{+}\sum{F_x}=0: \quad \quad \quad -B_x+C_x=0 \quad \quad 0+C_x=0 \quad \quad \quad \quad C_x=0

REFLECT and THINK: All unknown components have now been found.
To check the results, you can verify that member
ACF is in equilibrium.

+\circlearrowleft \sum{M_C}=(1800 \text{ N})(2.4 \text{ m})-A_y(2.4 \text{ m})-A_x(2.7 \text{ m}) \\ \quad \quad \quad \quad \quad =(1800 \text{ N})(2.4 \text{ m})-(1800 \text{ N})(2.4 \text{ m})-0=0 \quad \quad (\text{checks})
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