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Physics 15 Online
OpenStudy (anonymous):

The rigid beam, AB, has a weight of 1.05 kN hanging vertically at point B. The beam weighs 1.20 kN and is supported by a hinge at point A and a cable at point B. Determine the tension in the cable and the reaction forces on the beam at point A.

OpenStudy (anonymous):

OpenStudy (amistre64):

its just trig, or even simpler, congruent triangles

OpenStudy (anonymous):

I am having trouble knowing where and how I should take the moment

OpenStudy (amistre64):

|dw:1411353456442:dw|

OpenStudy (anonymous):

I have F\[F _{y}=0=Tsin(\theta)+B _{y}-w _{1}-w _{2}\]

OpenStudy (amistre64):

this should allow us to determine the tension in the cable

OpenStudy (amistre64):

is your issue with the reaction forces?

OpenStudy (anonymous):

and \[F _{x}=0=-Tcos(\theta)+B _{x}\]

OpenStudy (amistre64):

sin(theta) is just a ratio of sides, and we know the sides already so theta is immaterial at the moment

OpenStudy (anonymous):

so should I take the moment at point A?

OpenStudy (amistre64):

yes

OpenStudy (amistre64):

which should be the solutions to 1.5 n and 2 n

OpenStudy (anonymous):

so \[M _{A}=0=-w _{1}(.75)-w _{2}(2)+2T\]

OpenStudy (anonymous):

so T=1.5 kN \[B _{x}=1.2 kN\] \[B _{y}=1.35 kN\]

OpenStudy (anonymous):

is that correct?

OpenStudy (amistre64):

n = 1.05/1.5 such that T = 1.05 sqrt(1.5^2 + 2^2)/1.5 = 1.75 is what im getting

OpenStudy (amistre64):

chk that im not violating any dimension rules of course

OpenStudy (amistre64):

the meters cancel and we are left with kN

OpenStudy (amistre64):

the forces at A are simply 1.5n and 2n given that n=1.05/1.5 seems fair to me

OpenStudy (anonymous):

I don't understand where you are getting this n from?

OpenStudy (amistre64):

you do understand that sin(theta) = y/r = 1.5/sqrt(1.5^2 + 2^2)

OpenStudy (anonymous):

yes

OpenStudy (amistre64):

|dw:1411355026658:dw| we are given this as the dimensions for our right triangle, the same right triangle will be sclaed such that 1.5 times some value is equal to 1.05 as given

OpenStudy (anonymous):

but that 1.05 is a force, not a length?

OpenStudy (amistre64):

doesnt matter, the angles are the same and therefore the similar triangles all have the same ratios

OpenStudy (anonymous):

but are you forgetting about the weight of the beam?

OpenStudy (amistre64):

let n = 1.05 kN/ 1.5 m therefore: 1.5 m * 1.05 kN/1.5 m = 1.05 kN

OpenStudy (amistre64):

you may be right .... does the information given tell us that 1.05 is a result of the beams weight?

OpenStudy (anonymous):

no, the weight of 1.05 kN hangs vertically from point B and the beam weighs 1.20. I don't think the 1.05 is part of the beam.

OpenStudy (amistre64):

then my idea is prolly flawed since i was assuming the 1.05 was an effect given by the beams weight being in that position to start with

OpenStudy (amistre64):

now that i have doubts raised, thanks lol, im not sure that i can proceed with a solution process. math is more natural to me than physics per se

OpenStudy (amistre64):

ratio the beams weight, and then add in the vertical?

OpenStudy (anonymous):

so you don't think the way I solved it will work?

OpenStudy (amistre64):

im not familiar with your formulas so i cant say for sure

OpenStudy (anonymous):

well it's a statics problem so all the forces in the x-direction have to sum to 0, same as the forces in the y-direction

OpenStudy (amistre64):

right

OpenStudy (amistre64):

|dw:1411356140975:dw|

OpenStudy (amistre64):

does that look like a reasonable stick model?

OpenStudy (anonymous):

what force is the horizontal arrow on the far right?

OpenStudy (amistre64):

well, the beam wants to fall down, the only direction it can want to move at b is down and right

OpenStudy (amistre64):

its the forces that are keeping tension on the cable

OpenStudy (amistre64):

from my own faulty perspective of course :)

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