Mounting Arm Torque for Short Throw Projectors on Different Walls

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Calculating the torque for mounting a short throw projector on different wall materials, particularly plasterboard, reveals that while the board can handle vertical loads, the mounting screws are limited to 0.15 kN each. The torque calculation indicates a significant pulling force on the top row of screws, raising concerns about the integrity of the plasterboard under load. It is crucial to ensure that screws are anchored into wood studs for added stability, as relying solely on plasterboard can lead to potential failures. The discussion emphasizes the importance of proper installation techniques, especially in environments where additional stress may occur, such as tech exhibitions. Overall, careful consideration of mounting methods is essential to ensure safety and reliability.
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Hi there,

I'm going to install same kind of short throw projector in multiple locations, with different wall materials. Projector has integrated wall mount arm (see picture).

- How to calculate total torque affecting mounting plate top row screws?
mounting_system.jpg


Some locations have plasterboard walls. Board itself will handle this load, but mounting screws can take only 0.15kN / each for plasterboard.
 

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Hello SaiQmon, ##\qquad## :welcome: ##\qquad## !

Load per screw 150 N probably means in the vertical direction ? so with 8 kg no problem expected in the vertical direction. But:

As you may know, torque = force ##\times## perpendicular distance, so the loads will add up to a torque of
## (2.5 * 0.32 + 5 * 0.665 ) * 9.81 = 39 ## Nm wrt the wall.

The mounting screws will have to counteract this, and if we pick the lower row as axis of rotation, that means a pulling force on the top row of ##39/0.2 = 200 ## N or 67 N on each of the three screws. Problematic for the plasterboard ? It at least deserves some attention.
 
BvU said:
Hello SaiQmon, ##\qquad## :welcome: ##\qquad## !

Load per screw 150 N probably means in the vertical direction ?

150 N is actually pull / tension force ("Sormat OLA" board anchor + Gypsum board standard, thickness 12,5 mm), vertical forces up to 250 N.

Thanks for this, it confirmed my calculations.
 
Okido. Don't go and sit on such an arm :wink: !
Not worried about cats or kids jumping on them ?
 
BvU said:
Okido. Don't go and sit on such an arm :wink: !
Not worried about cats or kids jumping on them ?

Not really, these are going to be at Tech exhibitions, most likely no cats or kids involved - I'm more considered about drunken engineers :biggrin:
 
SaiQmon said:
Some locations have plasterboard walls. Board itself will handle this load, but mounting screws can take only 0.15kN / each for plasterboard.
Be careful. Unless the screws go into the wood studs behind the plasterboard, this is risky. Are you using anchor screws like this?

Self-Drilling-Drywall-Anchor-Molly-Bolt-Toggle.png_350x350.png
 

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I have put screws into plasterboard. A particular screw, perfectly installed in exactly the correct size hole, may hold the rated 150 N if the load is perfectly applied. In the real world, expect an occasional failure. I would want to see screws at least 25 mm into a wood stud, or the anchor shown by @anorlunda. That goes double if you have drunken engineers in the area.
 
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