statics question !
i try summing the moments about point a but then i get confused when adding them up ): am i supposed to sum the moments about axis' instead?
RC Hibbeler right?
Simply the problem using a free body diagram, it would be much clearler then. Yup, sum the forces and moments around axes.
yesss. okay so if i sum about the x axis, only d has a moment about it?
but it does not make sense because the sum of that moment should equal zero. but the moment of d about the x axis is 300lb x 6 ft which does not equal zero ?
i summed moments about the y axis and that works i think. only T and D have moment about it. so this should be good.
here is a little hint
fbd ! haha thanks. i am just wondering why there would not be a moment about the x axis?
i think there is moment around x axis.
and also i got an x value going the negative direction.
does T have moment about the x axis ?
yeah, methinks T has moment around all three axes.
ohhh because it does not intersect it.
okay so moment about x = T(2ft) - D(6ft) = 0 am i on the right trackkkk.
i am super confused. i dont think 2ft is the right distance.
yeah 2ft is not right there, this Tension needs to be broken down properly.
T= T(3/7)i - T(6/7)j + T(2/7)k ?
oh yeah! you got it now :) great.
yes but i have no clue what to do with that ^
now look at the FBD and formulate the moment equations, like for x it will be T 2/7 * distance - 300 * distance etc
um so make distance a variable?
can i make a position vector from each axis and do the cross product of that and T?
distance isnt variable, sorry, for that case its 6 ft.
ohhh. okay let me see.
I don't like this subject Engineering Physics, I won't take it when I go to college... Can we use torques here? I am not sure but to use torques I will have to assume rods to massless and kind of not significant.
hold on, i am confused as to why the distance is 6 ft?
and yess, the subject is pretty brutal if you are not intuitive with direction senses but other than that, its pretty easy to crunch the numbers. and yes, i believe you can use torques because i think they are synonymous with "moments", which are what i am using.
..because i took moment at A, you free to use any other point, but see FBD.
you're
moment at A and not x axis?
@ishaan94 its engineering mechanics, yes you use torques, its equilibrium. And its a compulsory subject.
i see that the distance between the x axis and B is 6 ft; shouldnt the moment arm be perpendicular to T?
Moment at A on the x axis perhaps.
There has to be a question like this, solved in the book. Give me a few minutes, i will get this thing worked out.
...only if you want to see the solution.
yes please (:
hmm what is the answer btw?
there is no answer in the book cause it is an even numbered problem haha.
I have no idea but do you think answer close to this acceptable? http://www.wolframalpha.com/input/?i=300%2Farc+sin%281%2Fsqrt%2810%29%29 I didn't convert any unit to SI unit
|dw:1332017486984:dw|Is this possible?
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