Calculating torque about a point with given forces

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The discussion revolves around calculating torque at point A using given forces and angles. The initial calculation yielded a torque of -274.808 Nm, which differs from the textbook answer of -295 Nm, leading to confusion about potential errors. Participants noted that finding angles was unnecessary, suggesting simpler methods using right triangle ratios. One user pointed out that a missing force or weight might explain the discrepancy in the expected answer. The conversation emphasizes the importance of verifying calculations and considering all forces involved in torque problems.
Nova_Chr0n0
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Homework Statement
What is the net torque around point A?
Relevant Equations
τ = rF
wew1.JPG

I've inserted a photo of the figure, hope everyone can see it.

SOLUTION:
1. I first solved for the angle of 100 N and 50 N since I need the force that is perpendicular to point A.
>> Angle of 100 N
theta = arctan(3/4)
theta = 36.870 degree
>> Angle of 50 N
theta = arctan(12/5)
theta = 67.380 degree
2. Solving for the net torque on point A where counter-clockwise is + and clockwise is -
τ = rF
τ_A = -1[100sin(36.870)] - 1.75(70) - 2[50sin(67.380)]
τ_A = -274.808 Nm

My final answer for the torque at point A is -274.808 Nm, but when I check the answer in the textbook, it is -295 Nm. I am confused about what part I did wrong. Also, I'm new to the forum, so if my format is not understandable, kindly inform me about it. Thanks!
 
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Finding the angles was rather unnecessary since you are given the right triangle ratios. You could just write 100N x 1m x (3/5) etc.
But I get the same answer as you do.
 
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Well, I've got 274.8 as well, though my solution is somewhat less convolute than yours.

Is there anything else to the question ?
 
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haruspex said:
Finding the angles was rather unnecessary since you are given the right triangle ratios. You could just write 100N x 1m x (3/5) etc.
But I get the same answer as you do.
I guess there was just an error in the given answer for the file that I've encountered. Also, thanks for letting me know a solution with less work when involving triangle ratios. Really appreciate it!
 
Nova_Chr0n0 said:
I guess there was just an error in the given answer for the file that I've encountered. Also, thanks for letting me know a solution with less work when involving triangle ratios. Really appreciate it!
Welcome, @Nova_Chr0n0 !

That dimension of 1 m to the right of the figure suggests that either a force that is applied at the right end, or the weight of the 3-meter bar, is missing.
 
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If have close pipe system with water inside pressurized at P1= 200 000Pa absolute, density 1000kg/m3, wider pipe diameter=2cm, contraction pipe diameter=1.49cm, that is contraction area ratio A1/A2=1.8 a) If water is stationary(pump OFF) and if I drill a hole anywhere at pipe, water will leak out, because pressure(200kPa) inside is higher than atmospheric pressure (101 325Pa). b)If I turn on pump and water start flowing with with v1=10m/s in A1 wider section, from Bernoulli equation I...

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