Analysis of a Figure to Calculate Force and Moment

AI Thread Summary
The discussion focuses on calculating the tension in a cable supporting a bent bar under a load. Initial calculations led to a tension force (TFD) of approximately 405.2 N, but further analysis using static equilibrium equations yielded a revised tension of about 853 N. The contributors clarify that the x and z components of tension do not create moments about point A or E, which is crucial for the calculations. The importance of using a coordinate system offset through point E to derive the necessary equations is emphasized. The final tension in the cable is confirmed to be approximately 853.13 N.
Guillem_dlc
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Homework Statement
The bent bar ##ABDE## is supported by spherical plain bearings at ##A## and ##E## and by the cable ##BF##. If a load of ##600\, \textrm{N}## is applied at ##C##, as shown in the figure, determine the tension in the cable.

Solution: ##853\, \textrm{N}##
Relevant Equations
Static equations, trigonometry
Figure:
3DF97C7F-3E23-4BE5-BDCB-9FE898C0EA8F.jpeg


My attempt at a Solution:
ED63095F-1D87-4F06-A9AF-C29236DD1DDC.jpeg

$$\overrightarrow{TFD}=TFD\dfrac{(-0,16\widehat{i}+0,11\widehat{j}-0,08\widehat{k})}{0,21}$$
View from above:
1D023918-2A7F-4EDA-A0EF-7DE8331DC103.jpeg

We calculate ##D##:
$$\sigma =90-\arctan \left( \dfrac{0,07}{0,240}\right)=73,74\, \textrm{º}$$
$$d=0,16\cdot \sin (\sigma)=0,1536\, \textrm{m}$$
##TF_x## does not make moment and ##TF_z## does not make time ##\rightarrow \alpha =16,26\, \textrm{º}##
$$\sum M_{EA}=TF_x\cdot \sin \alpha \cdot d+TF_z\cdot \cos \alpha \cdot d+TF_yd -600\cdot d'$$
$$\rightarrow TFD\dfrac{0,16}{0,21}\sin \alpha d+TFD\dfrac{0,08}{0,21}\cos \alpha d+TFD\dfrac{0,11}{0,21}d=600d'\rightarrow$$
$$\rightarrow TFD=\dfrac{0,21\cdot 600d'}{d}\cdot \left( \dfrac{1}{0,16\sin \alpha +0,08\cos \alpha +0,11}\right)=405,2\, \textrm{N}$$
Could you have a look at this one?
 
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What do you get for the system if you just apply ## \sum_{x,y,z} F = 0## ##\sum_{A,E} M = 0 ## using the coordinate system already in place?
 
I find ##T \approx 853 \rm{N} ##. You will only actually need 3 equations in the end to answer this question by using a coordinate system offset through the point ##E## to generate the remaining two equations (you already have the third for the tension ##T## in terms of its components).
 
Guillem_dlc said:
##TF_x## does not make moment and ##TF_z## does not make time ##\rightarrow \alpha =16,26\, \textrm{º}##
$$\sum M_{EA}=TF_x\cdot \sin \alpha \cdot d+TF_z\cdot \cos \alpha \cdot d+TF_yd -600\cdot d'$$
You state correctly that the x component of tension has no moment about AE, but you include such a term in the equation. Similarly the z component (but "does not make time"?).
 
Guillem_dlc said:
Homework Statement:: The bent bar ##ABDE## is supported by spherical plain bearings at ##A## and ##E## and by the cable ##BF##. If a load of ##600\, \textrm{N}## is applied at ##C##, as shown in the figure, determine the tension in the cable.

Solution: ##853\, \textrm{N}##
Relevant Equations:: Static equations, trigonometry

Figure:
View attachment 316451

My attempt at a Solution:
View attachment 316452
$$\overrightarrow{TFD}=TFD\dfrac{(-0,16\widehat{i}+0,11\widehat{j}-0,08\widehat{k})}{0,21}$$
View from above:
View attachment 316453
We calculate ##D##:
$$\sigma =90-\arctan \left( \dfrac{0,07}{0,240}\right)=73,74\, \textrm{º}$$
$$d=0,16\cdot \sin (\sigma)=0,1536\, \textrm{m}$$
##TF_x## does not make moment and ##TF_z## does not make time ##\rightarrow \alpha =16,26\, \textrm{º}##
I've ended up doing it this way now and I got it:
$$\sum M_{EA}=TF_yd-600\cdot d'=0\rightarrow TFD\dfrac{0,11}{0,21}d=600d'\rightarrow$$
$$\rightarrow \boxed{TFD=853,13\, \textrm{N}}$$
 
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