anuttarasammyak's latest activity
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anuttarasammyak replied to the thread A very simple moments question.I should appreciate it if you would show it in any of my examples. I really have no idea. Torque free hinge in statics. -
anuttarasammyak replied to the thread A very simple moments question.I agree that they will turn if we separate them free. When two opposite motors give opposite torques to the connected rod, the rod does... -
anuttarasammyak replied to the thread A very simple moments question.Yes, my black point means hard fixed for an example by welding. I am not familiar with torque-free hinges. By replacing welding with... -
anuttarasammyak replied to the thread A very simple moments question.We divide the system into two sub-systems: the horizontal rod (HR) and the diagonal rod (DR), such that the total external force on each... -
anuttarasammyak replied to the thread A very simple moments question.I consider three cases shown below, in which one of the three points of the jig is either x-free or y-free. In cases (a) and (b), one... -
anuttarasammyak replied to the thread A very simple moments question.So anyway the screw undertakes larger torsion caused by larger upward force from the jig in the smaller angle case, right? -
anuttarasammyak replied to the thread A very simple moments question.The jig would undertake a big torsion and the screw to attach the jig to the wall would break by the large upward force’s torsion, right? -
anuttarasammyak replied to the thread A very simple moments question.For small angle the large downward force at the wall contact point and the large upward force at the diagonal rod point both go to... -
anuttarasammyak replied to the thread A very simple moments question.As far as the jig is massless rigid body, the essential lengths are 0.28 m and 0.16 cot 55 m. The diagonal rod triangle is to give... -
anuttarasammyak replied to the thread A very simple moments question.The touch of theta diagonal rod to the horizontal rod generate theta force whose horizontal component decides magnitude of F. Is it... -
anuttarasammyak replied to the thread A very simple moments question.In survey of "the only horizontal bar" model, I would like to know how we should choose the shape of the pivot in this figure to... -
anuttarasammyak replied to the thread A very simple moments question.My bad! So we have same F. -
anuttarasammyak replied to the thread A very simple moments question.My answer #16 which is same as the exam answer has sec, however post #13 answer has tan as coefficient to $$W\frac{L_2}{L_1}$$. -
anuttarasammyak replied to the thread A very simple moments question.The blue length is important. The angle itself does not matter. Alternative orange rods are OK. The diagonal rod tansmit not only force...



