Register | Sign In


Understanding through Discussion


EvC Forum active members: 63 (9162 total)
0 online now:
Newest Member: popoi
Post Volume: Total: 916,332 Year: 3,589/9,624 Month: 460/974 Week: 73/276 Day: 1/23 Hour: 0/0


Thread  Details

Email This Thread
Newer Topic | Older Topic
  
Author Topic:   Using your common sense to solve a physics problem.
coffee_addict
Member (Idle past 495 days)
Posts: 3645
From: Indianapolis, IN
Joined: 03-29-2004


Message 46 of 188 (144324)
09-24-2004 12:03 AM
Reply to: Message 41 by riVeRraT
09-23-2004 11:40 PM


the rat writes:
I would like the mass of the car...
Ok, if you must know, the mass of the car is 1 gram.
A variable could be the condition of the road on that day. Dry and wet are not the only conditions. Dew points and oil build up before a rain can affect traction conditions.
Irrelevant, because the dry or wet condition or whatever else that could affect the friction is taken into account as the friction coefficient, which I have included as the constant Uk.
The condition of the shocks and springs in the car can greatly affect how long it takes for a car to stop, as well as air pressure in the tires. Temperature of the tires at the time of lock-up can change a tires Uk. These are common sense things.
Well, your common sense is a little off in this case. None of those things have any significant affect on the way the problem is set up.
Remember that we are assuming that as soon as the driver stepped on the break, the wheels immediately stopped rotating.

The Laminator
B ULLS HIT
For goodness's sake, please vote Democrat this November!

This message is a reply to:
 Message 41 by riVeRraT, posted 09-23-2004 11:40 PM riVeRraT has replied

Replies to this message:
 Message 55 by riVeRraT, posted 09-24-2004 2:36 AM coffee_addict has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 47 of 188 (144329)
09-24-2004 12:16 AM
Reply to: Message 30 by coffee_addict
09-23-2004 6:48 PM


Well it was 11 years ago. Thats NYC for ya.
I have a few architects in my family and one civil engineer, I should have been one of them. I still might one day, officially.
Unofficially, I own my own HVAC business, and have to engineer HVAC systems from blueprints. I caculate heat loads, and losses, and size the systems. Then I size the duct work base on a given pressure, and calculate CFM requirements.
I also design radiant heat systems, amd commercial refrigeration systems. So I deal with the coorilation between tempurature, and presure and the latent heat of evoporation on a daily bases.
I also trouble shoot all the electrics that control all this stuff.
Then in my spare time I am an ameteur radio operator, and take pictures through my 8" telescope, and build and fly r/c planes.
DEspite applying science in my life to all these things, I still found God

This message is a reply to:
 Message 30 by coffee_addict, posted 09-23-2004 6:48 PM coffee_addict has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 48 of 188 (144332)
09-24-2004 12:19 AM
Reply to: Message 35 by Percy
09-23-2004 7:13 PM


Yes I agree with all that.
But without having gone to college, I can look at what happened in the car crash, and I would be able to come up with all that on my own. It would take a long time, but I can do it.
I am not so sure that even the most learned engineer, or scientist would be able to do that on his own, with out going to college.. That is my point.

This message is a reply to:
 Message 35 by Percy, posted 09-23-2004 7:13 PM Percy has not replied

Replies to this message:
 Message 49 by crashfrog, posted 09-24-2004 12:29 AM riVeRraT has not replied

crashfrog
Member (Idle past 1485 days)
Posts: 19762
From: Silver Spring, MD
Joined: 03-20-2003


Message 49 of 188 (144335)
09-24-2004 12:29 AM
Reply to: Message 48 by riVeRraT
09-24-2004 12:19 AM


I am not so sure that even the most learned engineer, or scientist would be able to do that on his own, with out going to college..
Well, at some point, one of them had to, because how else would we be teaching it in college?
Moreover, they realized that it's a huge fucking waste of time to re-invent the wheel every time you want to figure out a problem of kinematics. As far as I'm concerned, that realization makes them way smarter than you.

This message is a reply to:
 Message 48 by riVeRraT, posted 09-24-2004 12:19 AM riVeRraT has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 50 of 188 (144339)
09-24-2004 12:34 AM
Reply to: Message 38 by Rei
09-23-2004 8:13 PM


It would less carrying capcity. I am talking about the carrying capcity of the completed project.
The difference would be A-B=C
A being the original carrying capacity
B being the extra wieght of the extra nut and inch or 2 of rod involved.
C being the carrying capacity.
The upper rod estends below the upper catwalk, and the rod connecting the upper cat, and lower cat is sticking up an inch or 2, thereby adding wieght to the catwalk, which decreases its carrying capacity.
Plus the extra nut (and washer, you do use washers don't you?).
How'd I do teach?

This message is a reply to:
 Message 38 by Rei, posted 09-23-2004 8:13 PM Rei has replied

Replies to this message:
 Message 60 by Rei, posted 09-24-2004 4:03 AM riVeRraT has replied

DrJones*
Member
Posts: 2284
From: Edmonton, Alberta, Canada
Joined: 08-19-2004
Member Rating: 6.9


Message 51 of 188 (144355)
09-24-2004 12:46 AM
Reply to: Message 40 by riVeRraT
09-23-2004 11:34 PM


Well there are multiple solutions to this problem depending on the type of Aluminium and what I-beam design you use. The first combinination that worked for me (and I'll admit that I might be off as I'm a mechanical engineer not a civil and I haven't done this type of problem since my second year, which was long long ago):
Aluminium 1100-H14
I Beam W310x143
This might not be the best or most economical combo, it was just the first one that worked for me. And once again I add the disclaimer that I am not a civil engineer so I fully accept that I might have screwed up somewhere.
But I dont think the purpose of this thread is to be a dick-measuring contest (or the appropriate female situtation).
And once again you do not require the mass of the car to solve the initial problem. What Lam supplied in steps 1, 2 and 3 is more than enough. Start to set up the problem and you should see why the mass of the car is irrelevant.
This message has been edited by DrJones*, 09-24-2004 02:39 AM

This message is a reply to:
 Message 40 by riVeRraT, posted 09-23-2004 11:34 PM riVeRraT has replied

Replies to this message:
 Message 54 by riVeRraT, posted 09-24-2004 2:30 AM DrJones* has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 52 of 188 (144360)
09-24-2004 2:14 AM
Reply to: Message 1 by coffee_addict
09-22-2004 2:25 AM


Ok, using common sense skills only here is where I am at, and why I need the mass of the car to figure it out.
For some of you, you were taught how to apply the coeffecient of kinetic friction to this. I didn't even know what that word meant. I knew what it was, I just didn't know what it was called. I also understand the difference between kinetic friction and static friction.
I am going to ignore part 2 for the time being, and just figure out Part 1 using common sense.
First I would need to figure out the force on the car by adding the skid with the grade of the hill.
So I figure it like this. If at 0 degrees(or level) gravity has an effect of 9.8 m/s^2 Then 90 dgrees would increase it by 100%.
The angle of which the car was sliding on was 13.875% increase on the effect of gravity and the Uk.
So changing your formula around a little I came up with v=(2Uk*G*D)squared. Where D = the distance skidded. I converted the whole thing to miles, and feet, because Thats what I grew up with. V= the velocity of the car.
So the effect of gravity is now 36.67m/s^2, the distance is 98.425 feet, and the Uk is .45
So I get 56.992 MPH was the speed lost in the skid. Add that to the force of the impact between the 2 cars, and you'll get the total speed of the car.
Crap, I hope this is right.

This message is a reply to:
 Message 1 by coffee_addict, posted 09-22-2004 2:25 AM coffee_addict has replied

Replies to this message:
 Message 58 by DrJones*, posted 09-24-2004 3:26 AM riVeRraT has replied
 Message 59 by coffee_addict, posted 09-24-2004 3:38 AM riVeRraT has replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 53 of 188 (144361)
09-24-2004 2:17 AM
Reply to: Message 45 by coffee_addict
09-23-2004 11:59 PM


1 is not a good number to work with for common sense reasons.
Also pounds would be better. But I think I got it anyway.

This message is a reply to:
 Message 45 by coffee_addict, posted 09-23-2004 11:59 PM coffee_addict has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 54 of 188 (144362)
09-24-2004 2:30 AM
Reply to: Message 51 by DrJones*
09-24-2004 12:46 AM


Its enough if you know what your doing. If you just walk up to the seen and try to figure it out using common sense, I would need the wieght of the car, and some kind of reference for the Uk.
Using common sense, I would test the tires to see first hand how far they would skid.
I only asked you that question out of curiousity, because I had a Dock building business. I took an average pontoon boat, and made a crane on the end of it out of wood. I used common sense to design it, and it did exactly what I thought it would do. It lifted a 4000 lb dock out of the water and I could drive it up on land (the dock) and set it down, So I was storing docks for the winter. I added floatation underneath the boat to compensate for the extra wieght, and the leverage factor of the dock being 4ft out in front of the boat.
I also added a water ballast system to the back, by caculating the wieght of water, and how much I would need to balance it.
Then I took a common boat lift motor and rigged it to operate the crane.
Worked quite well, and was the talk of the lake here. But the dock business as a whole sucks, so I gave it up. MY HVAC business is doing to well, and it makes more money.
At one point I wanted to make the crane out of metal. Steel was too heavy for the boat (wieght was a big factor in designing this) So I asked around about aluminum, and what it could handle, because I didn't want to guess. I had figured in my head about a 10" beam, but I really didn't know. The numbers I gave you was a little high, I would have gone a little smaller. Each arm really only neede to carry 2,000lbs, as there were 2 arms off the front of the boat,9 feet apart.
The cool thing about the boat, was that it still went 20knots, and I could respond to sunken boat emergencies on the lake. We raised several boats, and I devised many methods to get them out, using my common sense that God gave me.

This message is a reply to:
 Message 51 by DrJones*, posted 09-24-2004 12:46 AM DrJones* has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 55 of 188 (144363)
09-24-2004 2:36 AM
Reply to: Message 46 by coffee_addict
09-24-2004 12:03 AM


I am not saying for this problem that any of those variables ar going to make a difference. I am saying in the real world, use your common sense, or just read what I wrote.

This message is a reply to:
 Message 46 by coffee_addict, posted 09-24-2004 12:03 AM coffee_addict has not replied

riVeRraT
Member (Idle past 434 days)
Posts: 5788
From: NY USA
Joined: 05-09-2004


Message 56 of 188 (144366)
09-24-2004 2:53 AM


Wait!!!
I made a mistake. I thought about it as I was falling asleep. I added the percentage the wrong way. I added it as if the car was going up hill.
The answer should be 49.8mph.
You see, I want to solve the problem my own way, and you confuse me, because you want me to solve it your way. so without knowing the exact wieght of the car, I couldn't figure this out.
Anyway its late, I am dead, gn.

Rrhain
Member
Posts: 6351
From: San Diego, CA, USA
Joined: 05-03-2003


Message 57 of 188 (144368)
09-24-2004 3:22 AM
Reply to: Message 5 by Percy
09-22-2004 5:39 PM


Re: Bump
Percy writes:
quote:
Perhaps you could start with a simpler question, like, "Is there sufficient information to solve the problem? Explain why or why not."
This reminds me of a Foxtrot cartoon that I have since used as a training for new tech support staff. We've all seen this kind of word problem setup:
A train leaves Station A at 10:00 am and arrives at Station B, 180 miles away, at 2:00 pm.
Now the question I have is: What do we need to assume in order to determine the average speed of the train?
You see, those of us who have done a slew of these problems will look at the setup, see the appropriate signals (180 miles, 4 hours) and jump to the perfectly sensible answer (divide the miles by the hours and come up with 45 mph.)
But what do you do when the person on the other end of the phone says, "It still doesn't work"? The most obvious solution is quite often correct, but every now and then you find you're ignoring something that hasn't been directly stated:
Just because the stations are 180 miles apart doesn't mean the track between them is 180 miles long. Perhaps the track is a Euclidean straight line that tunnels through the earth and thus ignores the curvature of the earth. Perhaps the track takes the scenic route and zig-zags back and forth along the way. Perhaps the train went the other way, a journey of about 23,820 miles. And what if it took the scenic route on that journey, too?
Are the stations in the same time zone? For that matter, it was never explicitly stated that the train arrived the same day. We're assuming the clocks are working. It might always be "2:00 pm" at Station B. When we said "10:00 am" and "2:00 pm," did that mean clocks at the station or clocks we're carrying with us? If we're carrying the clocks, shouldn't we take relativistic effects into account?
See, this is why anecdote is not evidence. The seemingly simplest of questions require tremendous amounts of control in order to make sure that we have even a hope of saying we understand what's going on. The idea that a person can "common sense" his way through something as complicated as the diversification of life is ridiculous. You can't "common sense" your way through something as simplistic as "How fast was the car moving?"
As someone more erudite once said, "Common sense is neither common nor sensible."

Rrhain
WWJD? JWRTFM!

This message is a reply to:
 Message 5 by Percy, posted 09-22-2004 5:39 PM Percy has not replied

DrJones*
Member
Posts: 2284
From: Edmonton, Alberta, Canada
Joined: 08-19-2004
Member Rating: 6.9


Message 58 of 188 (144369)
09-24-2004 3:26 AM
Reply to: Message 52 by riVeRraT
09-24-2004 2:14 AM


If at 0 degrees(or level) gravity has an effect of 9.8 m/s^2 Then 90 dgrees would increase it by 100%.
Nope. Acceleration due to gravity is a constant 9.81 m/s2 here on earth no matter what angle the object is at.
v=(2Uk*G*D)2
Check the dimensions (ie units of measurement) used in your formula:
Uk is dimensionless
G your acceleration due to gravity is measured in m/s2
D is distance measure in m
v is velocity measured in m/s
so inputing these units into your formula you get
v=(2Uk*m/s2*m)2
doing the math you get v=(2Uk m2/s2)2
which works out to v=4Uk2(m4/s4)
so your final velocity would have units of m4/s4 which just aint right.
edited multiple times for spelling and making sure all the HTML tags are working.
This message has been edited by DrJones*, 09-24-2004 02:45 AM

*not an actual doctor

This message is a reply to:
 Message 52 by riVeRraT, posted 09-24-2004 2:14 AM riVeRraT has replied

Replies to this message:
 Message 64 by riVeRraT, posted 09-24-2004 8:52 AM DrJones* has replied

coffee_addict
Member (Idle past 495 days)
Posts: 3645
From: Indianapolis, IN
Joined: 03-29-2004


Message 59 of 188 (144370)
09-24-2004 3:38 AM
Reply to: Message 52 by riVeRraT
09-24-2004 2:14 AM


Well, perhaps my common sense sucks, but I just don't see how you could come up with that. It's wrong, anyway. Just use part 2 and put everything together. That's what I originally intended for you to do. I never expected you to know how to do this. It's like asking me to write a report on the stock market... wouldn't even know where to begin. The point is to see if you could put all the equations together using your common sense... and a calculator.

The Laminator
B ULLS HIT
For goodness's sake, please vote Democrat this November!

This message is a reply to:
 Message 52 by riVeRraT, posted 09-24-2004 2:14 AM riVeRraT has replied

Replies to this message:
 Message 65 by riVeRraT, posted 09-24-2004 8:55 AM coffee_addict has not replied

Rei
Member (Idle past 7031 days)
Posts: 1546
From: Iowa City, IA
Joined: 09-03-2003


Message 60 of 188 (144375)
09-24-2004 4:03 AM
Reply to: Message 50 by riVeRraT
09-24-2004 12:34 AM


How'd you do?
Crash!
You see, the people on-site thought they'd only be adding the weight of a bit more rod and an extra nut, too. However, if they had repeated the original structural design analysis, they would have discovered the fact that the nut supporting the upper catwalk has twice the force on it after the modification, and while you don't normally expect a nut to be a failure point, the tensile stress imposed was too much for it. See below:
Original:
Modified:
Rethinking it, can you see what's going on? Originally, the *rod only* was bearing the weight of both catwalks, but after the modification, the *nut* that supports the upper catwalk *also* has to support the weight of the lower catwalk.
Your "common sense" just killed 114 people. A structural analysis would have told you that the new design would put too much stress on the nut. You can't just ignore all of those tensile strengths and just build things based on looks - to know what materials can take what amounts of stress when forces combine in complex ways, you need to know your physics. Just because a nut looks like it might hold, doesn't mean it will. The only reason that the original design for the catwalk was (relatively) sound to begin with was because it *was* calculated (using physics), and that's how they knew what materials to build with, what diameter rods to use, etc.
If you didn't do structrural analyses from the start, *every* building would be killing people because common sense fails way too often. You can't just "common sense" your way to the results of physics problems.
That is why we find it annoying when you sit here and insult people who use science in their jobs, as if you somehow know better.

"Illuminant light,
illuminate me."

This message is a reply to:
 Message 50 by riVeRraT, posted 09-24-2004 12:34 AM riVeRraT has replied

Replies to this message:
 Message 66 by riVeRraT, posted 09-24-2004 9:01 AM Rei has replied

Newer Topic | Older Topic
Jump to:


Copyright 2001-2023 by EvC Forum, All Rights Reserved

™ Version 4.2
Innovative software from Qwixotic © 2024