Reaction forces of a table
Reaction forces of a table
(OP)
All,
I need to check if a table with a motor mounted on top of it will stand still or not under a rotational torque, i.e. starting torque of the motor.
I added a top view of the square table with 4 legs (black). The rotation axis of the motor is indicated with a blue dot and is not in the middle of the table.
The COG of the table with motor and other equipment is indicated with a yellow dot and is also not in the middle of the table, nor in the rotation axis of the motor.
How can I calculate the reaction forces of the 4 legs on the floor under the torque of 100 Nm? I need to check if the table will stand still or not as the legs cannot be bolted in the floor.
I need to check if a table with a motor mounted on top of it will stand still or not under a rotational torque, i.e. starting torque of the motor.
I added a top view of the square table with 4 legs (black). The rotation axis of the motor is indicated with a blue dot and is not in the middle of the table.
The COG of the table with motor and other equipment is indicated with a yellow dot and is also not in the middle of the table, nor in the rotation axis of the motor.
How can I calculate the reaction forces of the 4 legs on the floor under the torque of 100 Nm? I need to check if the table will stand still or not as the legs cannot be bolted in the floor.
RE: Reaction forces of a table
Action:
1. Assume only one off of the legs transfers the action?, and
Considering unknown construction etc tolerances etc.
2. Calculate action using physics etc.
I.e. Consider relocating torque/moment to convenient location, and calculate action according to physics/free body diagram etc.
Capacity:
1. Calculate the lowest leg normal force, considering the COG, using physics/free body diagram etc,
2. Calculate capacity by applying coefficient of friction, and
3. Provide fasteners if action is more than capacity, or due to other loads e.g. vibration etc.
Assumptions:
1. Industrial application, and hence conservative answer is acceptable instead of calculation effort, and
2. Unfactored etc, if important local standards etc must be considered.
RE: Reaction forces of a table
Cheers
Greg Locock
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RE: Reaction forces of a table
Ted
RE: Reaction forces of a table
Without any dimensional or mass of components etc it’s hard for us to help very much however if the torque reaction from the motor is not high enough to overcome the friction force between the table legs and the floor then the table won’t move. The table might however vibrate slightly it depends on the torsional resistance of the table legs. For simplicity for the moment assume that the table is rigid and won’t deflect, now take the mass of the table and the mass of the components placed upon it and divide that by the four legs. You now have the mass of the table on each lag which you can convert to a force, then multiply this force by the coefficient of friction and this would roughly be the tangential force provided by the motor to overcome sliding friction on one leg, so multiply this force by four (four legs), take moments about the motor shaft centreline and calculate the tangential force from the motor for each leg and compare that with the tangential force obtained from the friction coefficient earlier, if the tangential motor force is higher the table will move.
This method is not accurate but should give you some idea whether the table needs more mass.
“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein
RE: Reaction forces of a table
RE: Reaction forces of a table
torque will create shear loads, ie in the plane of the floor. And the key to this is friction ...
what is the weight (the normal force at the legs) ? what is a reasonable CoF ?
If you're so concerned about this (this is the 2nd or 3rd thread on this subject/project) then I'd be concerned about the (lateral) stiffness of the table legs ...
their ability to transfer shear loads to the floor.
"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.
RE: Reaction forces of a table
“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein
RE: Reaction forces of a table
Now, if the table warps then ... all bets are off !?
Oh, and aren't there moments also acting on the table ?
is this better suited for the student forum ? It doesn't sound like a professional problem.
"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.
RE: Reaction forces of a table
RE: Reaction forces of a table
“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein
RE: Reaction forces of a table
compared with W/4 and T/(2*sqrt(2)*L) ...
so 3 legs is critical.
"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.
RE: Reaction forces of a table
“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein
RE: Reaction forces of a table
It's possible to program that arm to get most any table to walk or overturn by finding natural frequencies.
I'd suggest, if the table cannot be bolted down that a plate be welded to the legs, 4 short rubber feed added to the plate and 500 pounds of sand be placed on the plate.
This can be done in whatever order one likes - before or after the table moves or falls over.
RE: Reaction forces of a table
"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.
RE: Reaction forces of a table
On the assumption that the legs have adjustment, sufficient to enable four legs to be effective.
The arrangement is similar to a bolt group analysis, under gravitational force only (z axis). With the known mass and CG, moments about the X and Y axes through the bolt group centre (BGC) can be calculated (leg contact points with ground). Distribute the moments and Z axis force to the four legs. A free body diagram will show the table to be in equilibrium. With the reactions and the use of a static CoF, the resultant resisting torque can be compared to the applied. With only three legs active, the same approach can be applied.
Hope this gives some ideas.