alequatt
Guest
Good evening to all, in the courses of ing. mechanical stresses and distributions of loads are studied for usually isostatic or hyperstatic structures. When we talk, for example, of a rotational shaft with angular acceleration, nothing like the speech of tensions and loads? we take for example a moment of inertia tree compared to its negligible rotation axis. If at this tree I imprison a couple c, instinctively I think that there is no load nor inertia to win, the state of tension due to the couple is null. Is it correct, instead, if at the extreme opposite to which the couple is applied there is a j inertia to win what happens? Are tangential tensions due to the couple as in equilibrium conditions? or these tensions are proportional to the j to be won? of course I neglected the weight of the shaft and the reactions of the bearings, not that the tensions due to vibration and centrifugal force.
thanks for the attention.
thanks for the attention.