Business Cards

I just got my new business cards with P.E. on them. I was playing around with my embosser seal and embossed one of my business cards and it looks really cool and I've never seen it before.

Is this something that is OK to do?

I've never seen it done before.

I recommend you call your state board so you can be 100% sure it's ok.

It might break embosser using thick card stock??

its your stamp you can pretty much do anything you want to with it...

Did you supervise the making of the card? Were you involved with determining the integrity of the card? I assume all the info is correct on the card. But...What if the card tears, gets a bent corner, etc? Idk, iffy on this one at best.

Ship Wreck PE said:

It might break embosser using thick card stock??

Click to expand...

Seems to be OK so far. I probably won't be using it to seal plans for...5-10 years so I might as well put it to use.

BLG923PE said:

Did you supervise the making of the card? Were you involved with determining the integrity of the card? I assume all the info is correct on the card. But...What if the card tears, gets a bent corner, etc? Idk, iffy on this one at best.

Click to expand...

Not to mention the liability for the inevitable house of cards...

matt267 said:

I've never seen it done before.

I recommend you call your state board so you can be 100% sure it's ok.

Click to expand...

In MA it is not okay to stamp stationary, etc.

So what about moving objects then?

If it moves we can stamp it.

power-engineer said:

If it moves we can stamp it.

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unless you are a structural engineer...F=ma=0

cupojoe PE PMP said:

power-engineer said:

If it moves we can stamp it.

Click to expand...

unless you are a structural engineer...F=ma=0

Click to expand...

Close, but remember that it's the sum of all those forces that equal zero.

(**** EE's)

I don't have time to stamp.

matt267 said:

cupojoe PE PMP said:

power-engineer said:

If it moves we can stamp it.

Click to expand...

unless you are a structural engineer...F=ma=0

Click to expand...

Close, but remember that it's the sum of all those forces that equal zero.

(**** EE's)

Click to expand...

good point....I don't have a Sigma button on my keyboard.

Fixed and added sum of moments for the crazy folks who cantilever their buildings

ΣF=Σ(ma)=0

ΣM=0

cupojoe PE PMP said:

matt267 said:

cupojoe PE PMP said:

power-engineer said:

If it moves we can stamp it.

Click to expand...

unless you are a structural engineer...F=ma=0

Click to expand...

Close, but remember that it's the sum of all those forces that equal zero.

(**** EE's)

Click to expand...

good point....I don't have a Sigma button on my keyboard.

Fixed and added sum of moments for the crazy folks who cantilever their buildings

ΣF=Σ(ma)=0

ΣM=0

Click to expand...

Unless it's V = I x R I have absolutely no idea what you are talking about. :Locolaugh:

Moved since business cards are not (directly) related to exam results.

ptatohed said:

Moved since business cards are not (directly) related to exam results.

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I disagree. most people upgrade the information as a direct result of exam results.

NJmike PE said:

ptatohed said:

Moved since business cards are not (directly) related to exam results.

Click to expand...

I disagree. most people upgrade the information as a direct result of exam results.

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Obviously (if the results are positive). But it's still not a discussion about results (especially April 2015 results). I know it isn't really a discussion about the exam either, but this 'anything' forum is the best fit for business cards, certificate frames, "P.E. vs. PE", etc. discussions, in my opinion.