Previous in Forum: Air Conditioner Question   Next in Forum: Flare KOD.
Close
Close
Close
38 comments
Rate Comments: Nested
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12

Section Moments of Area

01/07/2013 7:05 AM

Hello Again,

I need some help finding the cross-sectional area of this shape, as you can see its not an easy one.

I need the answer but i would more prefer the calculations. I've tryed many different type of cals, books and websites but none are really helping me. Any help you could give me would be great.

Thanks

__________________
There Is No Spoon
Register to Reply
Pathfinder Tags: cross-sectional area
Interested in this topic? By joining CR4 you can "subscribe" to
this discussion and receive notification when new comments are added.

Good Answers:

These comments received enough positive votes to make them "good answers".

"Almost" Good Answers:

Check out these comments that don't yet have enough votes to be "official" good answers and, if you agree with them, vote them!
Guru
United Kingdom - Member - Indeterminate Engineering Fields - Control Engineering - New Member

Join Date: Jan 2007
Location: In the bothy, 7 chains down the line from Dodman's Lane level crossing, in the nation formerly known as Great Britain. Kettle's on.
Posts: 32175
Good Answers: 839
#1

Re: Section moments of Area

01/07/2013 7:19 AM

Draw it on squared paper. Count the squares where more than 50% of the area of the square is inside the object. Exclude the squares where less than 50% of the area of the square is inside the object. Multiply the number by the area of the square and the scale of the drawing. Hey presto.

__________________
"Did you get my e-mail?" - "The biggest problem in communication is the illusion that it has taken place" - George Bernard Shaw, 1856
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#2
In reply to #1

Re: Section moments of Area

01/07/2013 7:31 AM

That compleatly skiped my mind, once i work out the area how can i go on to find the second moment of area (the x-x) of the shape. Working it out on rectangular shapes is easy enought but this one has got me ripping my hair out.

__________________
There Is No Spoon
Register to Reply
Guru
Engineering Fields - Optical Engineering - Member Engineering Fields - Engineering Physics - Member Engineering Fields - Systems Engineering - Member

Join Date: Apr 2010
Location: Trantor
Posts: 5363
Good Answers: 647
#4
In reply to #2

Re: Section moments of Area

01/07/2013 8:52 AM

(Comment withdrawn.)

__________________
Whiskey, women -- and astrophysics. Because sometimes a problem can't be solved with just whiskey and women.
Register to Reply
Guru

Join Date: Jul 2005
Location: Stoke-on-Trent, UK
Posts: 4496
Good Answers: 137
#17
In reply to #2

Re: Section moments of Area

01/07/2013 6:08 PM

First you need to decide what axis the 2nd moment of area is about. Is this the x-----x on your sketch? Does this line go through the centroid?

__________________
Give masochists a fair crack of the whip
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#19
In reply to #17

Re: Section moments of Area

01/08/2013 4:10 AM

Yes the x---x is the axis i am working on and no it doesn't go through the centroid.

currently i am doing a HNC Mechanical Engineering course and we have done bending moments on flat bar and I beams but they don't teach us anymore than that, i want to learn how to work this out so in the future if i have any more 'funny' shapes i have some where to start from.

__________________
There Is No Spoon
Register to Reply
Guru

Join Date: Aug 2009
Location: Glen Mills, PA.
Posts: 2385
Good Answers: 114
#23
In reply to #19

Re: Section moments of Area

01/08/2013 9:03 AM

If you want to understand what is done, go to my #7. When you don't understand the process, the computer becomes a black box and you have no basis for judging its correctness.You could get a reasonable, and quicker, estimate by squaring off the rounded portions.

__________________
In a time of universal deceit, telling the truth is a revolutionary act. George Orwell
Register to Reply
Guru

Join Date: Jul 2005
Location: Stoke-on-Trent, UK
Posts: 4496
Good Answers: 137
#24
In reply to #19

Re: Section moments of Area

01/08/2013 10:35 AM

You need to know the position of x---x. It's probably best to calculate the centroid position first, and work out the 2nd moment about that. If you divide your thingy up into shapes that approximate shapes with tabulated (or calculable) 2nd moments, you can build up the total 2nd moment. But note these individual pieces won't usually be about their own centroid, so you need to use the parallel axis theorem to work out the 2nd moment for each about the main centroid, then add them.

Then if you want the answer about some other line, use the parallel axis theorem again.

I would guess the value about the centroid would be something like that of a pipe 80 OD, 16 thick = 4.75*106 = pi*(D4 - d4).

__________________
Give masochists a fair crack of the whip
Register to Reply
Guru

Join Date: Jul 2005
Location: Stoke-on-Trent, UK
Posts: 4496
Good Answers: 137
#26
In reply to #24

Re: Section moments of Area

01/08/2013 2:46 PM

Sorry, dropped a cod in the calculation. Should be pi/64*(D4 - d4) = 1.19*106.

__________________
Give masochists a fair crack of the whip
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#3

Re: Section moments of Area

01/07/2013 8:31 AM

I've worked out the area it is 1574.454mm^2

Is there anyway now to get the second moment of area?

__________________
There Is No Spoon
Register to Reply
Guru
United Kingdom - Member - Indeterminate Engineering Fields - Control Engineering - New Member

Join Date: Jan 2007
Location: In the bothy, 7 chains down the line from Dodman's Lane level crossing, in the nation formerly known as Great Britain. Kettle's on.
Posts: 32175
Good Answers: 839
#5
In reply to #3

Re: Section moments of Area

01/07/2013 8:55 AM

7 significant digits? Wow! Not bad for a starting drawing with no more than two in any of them....

__________________
"Did you get my e-mail?" - "The biggest problem in communication is the illusion that it has taken place" - George Bernard Shaw, 1856
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#8
In reply to #5

Re: Section moments of Area

01/07/2013 10:24 AM

I found out how to work out the area on the 3D software, i was hoping it would show me the second moment of area aswell but sadly no.

__________________
There Is No Spoon
Register to Reply
Guru
Engineering Fields - Nuclear Engineering - New Member

Join Date: Sep 2009
Location: Louisville, OH
Posts: 1925
Good Answers: 36
#25
In reply to #5

Re: Section moments of Area

01/08/2013 11:03 AM

I agree with too many significant digits. Many people just don't seem to be aware of significant digits. If the calculator or computer can spit it out it is OK! But it's not; you can't improve the precision by running it thru a calculation.

__________________
Lehman57
Register to Reply Score 1 for Good Answer
Guru

Join Date: May 2006
Location: Placerville, CA (38° 45N, 120° 47'W)
Posts: 6215
Good Answers: 248
#18
In reply to #3

Re: Section moments of Area

01/08/2013 12:26 AM

Having read (I think) all the previous posts, and realizing that some of your dimensions are radii and some are diameters, I had to check for myself.

According to my CAD program (VectorWorks), and assuming all of your dimensions are defined and therefore have as many significant figures as needed, I get an area of 1559.8 units^2 (you didn't say what units). I could have given more significant figures, but there is no point, since we disagree at the third significant figure. Some folks don't count an initial one as a significant figure, so it might only be two...

Obviously, either my drawing does not agree completely with yours, or at least one of our CAD programs has an error in the area calculation. Here's mine above yours:

This could be done by hand, remembering that every segment is either an arc or a straight line, so it would be a matter of adding and subtracting sections of circles.

__________________
Teaching is a great experience, but there is no better teacher than experience.
Register to Reply
Guru

Join Date: May 2006
Location: Placerville, CA (38° 45N, 120° 47'W)
Posts: 6215
Good Answers: 248
#22
In reply to #18

Re: Section moments of Area

01/08/2013 8:50 AM

Sorry - I didn't have my precision set high enough to see that I had the r50 arc very slightly undersized. Once I corrected that error, Vectorworks agrees with all the others at 1574.45 units^2.

__________________
Teaching is a great experience, but there is no better teacher than experience.
Register to Reply
Power-User

Join Date: Dec 2007
Posts: 142
Good Answers: 1
#6

Re: Section moments of Area

01/07/2013 8:58 AM

If you can draw this in Auto Cad it has an area feature command.

However that won't show you the math.

Register to Reply
3
Guru

Join Date: Aug 2009
Location: Glen Mills, PA.
Posts: 2385
Good Answers: 114
#7

Re: Section Moments of Area

01/07/2013 9:44 AM

To do this by hand, you must divide it into small pieces that can be calculate and then add them in the normal manner where I = ∑I + ∑Ay2. I assume you haven't a copy of the following book.

Go to page 1124 (sheet 1172 of the digital document) of the Steel-Designers-Manual-6th-Edition for the properties of various shapes.

__________________
In a time of universal deceit, telling the truth is a revolutionary act. George Orwell
Register to Reply Good Answer (Score 3)
2
Associate

Join Date: Apr 2007
Location: Spring Lake, Mi
Posts: 42
Good Answers: 1
#10
In reply to #7

Re: Section Moments of Area

01/07/2013 10:27 AM

Here is what Pro/E has to say about it....

AREA = 1.5744536e+03 INCH^2

CENTER OF GRAVITY with respect to _ coordinate frame: (at center of bottom)
X Y 0.0000000e+00 1.5156467e+01 INCH

INERTIA with respect to _ coordinate frame: (INCH^4)

INERTIA TENSOR:
Ixx Ixy 5.9032096e+05 0.0000000e+00
Iyx Iyy 0.0000000e+00 1.0992240e+06

POLAR MOMENT OF INERTIA: 1.6895450e+06 INCH^4

INERTIA at CENTER OF GRAVITY with respect to _ coordinate frame: (INCH^4)

INERTIA TENSOR:
Ixx Ixy 2.2863986e+05 0.0000000e+00
Iyx Iyy 0.0000000e+00 1.0992240e+06

AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: (INCH^4)
I1 I2 2.2863986e+05 1.0992240e+06

POLAR MOMENT OF INERTIA: 1.3278639e+06 INCH^4

ROTATION MATRIX from _ orientation to PRINCIPAL AXES:
1.00000 0.00000
0.00000 1.00000

ROTATION ANGLE from _ orientation to PRINCIPAL AXES (degrees):
about z axis 0.000

RADII OF GYRATION with respect to PRINCIPAL AXES:
R1 R2 1.2050666e+01 2.6422759e+01 INCH


SECTION MODULI and corresponding points:

MODULUS 1 2 COORD
about AXIS 1: 1.50853e+04 INCH^3 4.0150e+01 -1.5156e+01 INCH
1.00091e+04 INCH^3 -8.8818e-15 2.2843e+01 INCH
about AXIS 2: 2.38195e+04 INCH^3 -4.6148e+01 -9.0184e+00 INCH
2.38195e+04 INCH^3 4.6148e+01 -9.0184e+00 INCH

__________________
Live Slow - Sail Fast
Register to Reply Good Answer (Score 2)
Guru
United Kingdom - Member - Old New Member

Join Date: Jul 2005
Location: South east U.K.
Posts: 3695
Good Answers: 93
#9

Re: Section Moments of Area

01/07/2013 10:26 AM

Inventor says:-

__________________
I didn't have a really important life, but at least it's been funny (Lemmy Kilminster 1945-2015)
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#11
In reply to #9

Re: Section Moments of Area

01/07/2013 10:30 AM

sorry its not the radius which is 100 its the Diameter which is 100

__________________
There Is No Spoon
Register to Reply
Guru
United Kingdom - Member - Indeterminate Engineering Fields - Control Engineering - New Member

Join Date: Jan 2007
Location: In the bothy, 7 chains down the line from Dodman's Lane level crossing, in the nation formerly known as Great Britain. Kettle's on.
Posts: 32175
Good Answers: 839
#14
In reply to #11

Re: Section Moments of Area

01/07/2013 10:34 AM

Then it doesn't look like that, then, because the 100 diameter is now actually smaller than the 84 radius given the common centre point.

Start again?

__________________
"Did you get my e-mail?" - "The biggest problem in communication is the illusion that it has taken place" - George Bernard Shaw, 1856
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#15
In reply to #14

Re: Section Moments of Area

01/07/2013 10:36 AM

I ment if you look at the drawing you can see there is the Dia symbol (Ø) and not the raidous symbol (r)

__________________
There Is No Spoon
Register to Reply
Guru
United Kingdom - Member - Old New Member

Join Date: Jul 2005
Location: South east U.K.
Posts: 3695
Good Answers: 93
#20
In reply to #11

Re: Section Moments of Area

01/08/2013 5:10 AM

Quite right, my error. Inventor re-calculates the area as 1574.45mm2

__________________
I didn't have a really important life, but at least it's been funny (Lemmy Kilminster 1945-2015)
Register to Reply
Associate

Join Date: Apr 2007
Location: Spring Lake, Mi
Posts: 42
Good Answers: 1
#12
In reply to #9

Re: Section Moments of Area

01/07/2013 10:30 AM

Opps.. you have diameters vs radii error here I think, I did the same thing but then took a re-look, as I avoid diameter unless it is a full round feature.

__________________
Live Slow - Sail Fast
Register to Reply
Power-User

Join Date: Nov 2011
Posts: 473
Good Answers: 13
#13

Re: Section Moments of Area

01/07/2013 10:33 AM

It's pointless these days to try and calculate these types of problems by hand. It's time consuming. If it's only to learn the fundamentals that's one thing but to do it on a regular basis... use CAD software!....We can still navigate the seas using a sextant but...why?

Register to Reply
Guru

Join Date: Aug 2009
Location: Glen Mills, PA.
Posts: 2385
Good Answers: 114
#16
In reply to #13

Re: Section Moments of Area

01/07/2013 2:20 PM

I agree, I assumed it was to learn and understand, rather than to do. But then he tells us he has software although he can't get second moment from it, so....

__________________
In a time of universal deceit, telling the truth is a revolutionary act. George Orwell
Register to Reply
Power-User

Join Date: Jul 2010
Location: Virginia, USA
Posts: 227
Good Answers: 4
#28
In reply to #13

Re: Section Moments of Area

01/08/2013 7:05 PM

Because a sextant doesn't need anything but the sun. A calculator &/or GPS needs a power source. I can think of several ways off hand to lose the power source for higher tech.

__________________
Robert A. Heinlein (1907-1988) "There is no worse tyranny than to force a man to pay for what he does not want merely because you think it would be good for him."
Register to Reply Score 1 for Off Topic
Power-User

Join Date: Nov 2011
Posts: 473
Good Answers: 13
#29
In reply to #28

Re: Section Moments of Area

01/08/2013 8:42 PM

I was trying to illustrate a point but I think you know that and you're just being silly. Have it your way. Throw your smart phone in the garbage, take a bat to your computer, disconnect the electricity and water from house, drive your car into the river!

Now...go build an out house, by a horse, and get crackin' on that fire. Let me know how that works out for ya!

Register to Reply
Guru

Join Date: Dec 2010
Location: North West England
Posts: 1170
Good Answers: 153
#30
In reply to #29

Re: Section Moments of Area

01/09/2013 4:39 AM

I appreciate that you were only illustrating a point but in this instance you picked a poor exemplar and bluebelly is fully justified in his comment.

When I sail I use GPS, radar, a depth finder, and I rely in these most of the time, but I also carry paper charts that I mark up every two hours with a dead reckoning estimate of my position based on boat speed and direction, corrected for tides and leeway. When coastal sailing I verify my dead reckoning position by taking sightings where possible and deep sea I use compass, chronometer and a sextant to verify that GPS is giving me the correct information. Living in Quebec you are not close to the ocean. It is a hostile environment and not the place to have to rely for your life, and the life of your family, on some delicate electronics that will get wet, can be violently thrown about, washed overboard, or lose what is in most cases a fragile power supply, and where in an electrical storm you are going to lose your GPS signal.

The land equivalent is taking your family into the woods of northern Canada or the Sahara desert with no compass and only a GPS and expecting to survive.

Your bad, you owe the man an apology.

Register to Reply Off Topic (Score 5)
Power-User

Join Date: Nov 2011
Posts: 473
Good Answers: 13
#31
In reply to #30

Re: Section Moments of Area

01/09/2013 10:56 AM

Good grief!....Fine...Why rub to sticks together when you have access to a lighter?...is that better or do have a counter for that too. Butane pollute that atmosphere? What if the lighter gets wet?...The point is you go for the tech first because it's more convenient and efficient. Keep the antique stuff on hand as a backup just in case.

Register to Reply Off Topic (Score 5)
Power-User

Join Date: Jul 2010
Location: Virginia, USA
Posts: 227
Good Answers: 4
#32
In reply to #29

Re: Section Moments of Area

01/09/2013 3:41 PM

I'm not being silly. Even the Navy teaches it's deck officers STILL to navigate by sextant simply because any powered gadget CAN fail.

__________________
Robert A. Heinlein (1907-1988) "There is no worse tyranny than to force a man to pay for what he does not want merely because you think it would be good for him."
Register to Reply
Power-User

Join Date: Nov 2011
Posts: 473
Good Answers: 13
#33
In reply to #32

Re: Section Moments of Area

01/09/2013 4:01 PM

I understand that but I'm trying to illustrate a point in the context of this thread which is about calculating area for an irregular shape. The point being that....there is no point to calculating by hand if you have access to a CAD program. Yes the computer can fail and you'll have to resort to the hand calcs so it's good to know the fundamentals but...that's irrelevant in terms of the computer being your first choice to do the job. Similarly, there is no point to using the sextant if you have modern GPS and nav equip. I didn't say learning how to use it is pointless. I said that you'll always choose the GPS first because it's easier. That's all I was try to say earlier in just a few words.

Wow! This was kind of like having to explain a joke. I'm spent. Cheers.

Register to Reply
Guru

Join Date: Dec 2010
Location: North West England
Posts: 1170
Good Answers: 153
#36
In reply to #33

Re: Section Moments of Area

01/09/2013 6:47 PM

You have totally missed the point that bluebelly and I are making about marine navigation which applies especially to the type of small boats that I sail. Sextants and manual course plotting are not alternatives to GPS and radar, they are complementary. When a GPS fails you cannot apply a parking brake and spend 20minutes calculating manually where you are. There are no points of reference when the horizon is flat in all directions, and your GPS screen is blank so that won't help. If you stop you drift or are carried by the tidal flow and if you do not immediately know where you are when the GPS fails, you also cannot look up the speed and direction of the current in the prevailing conditions and work out if you are moving towards rocks or into a busy shipping lane. I can quote you lots of examples where over reliance on automatic navigation has led to disaster and loss of life. MV Torrey Cannion and VLCC Metula are just two. I used CAD to calculate the answers I offered for the area. It was appropriate as you say. I use GPS to enter way points and sound an alarm when I need to change course. But I always know where I am and that knowledge is methodically logged so that in the event of GPS failure I can carry on using manual methods. I rarely use my sextant to shot the sun or stars, but I use it all the time to triangulate between my position and two known points on the coast. Partly I do it to keep in practice so I can use it correctly and quickly in and emergency.

Fine to use technology where it is appropriate. The example you quoted is one where reliance on GPS in wholly inappropriate and down right dangerous.

Register to Reply
Power-User

Join Date: Nov 2011
Posts: 473
Good Answers: 13
#37
In reply to #36

Re: Section Moments of Area

01/09/2013 7:20 PM

"You have totally missed the point that bluebelly and I are making about marine navigation which applies especially to the type of small boats that I sail"

"The example you quoted is one where reliance on GPS in wholly inappropriate and down right dangerous"

It's completely irrellevant to this thread and I'm dismissing the point not missing it! You're way too fixated on the GPS thing / navigating the seas and going...overboard with this whole thing. It was just an example and it has clearly upset you.

As I said, subsitute the sextant / GPS example with the lighter vs rubbing to sticks together. Forget I even mentioned sextant. This way nobody gets lost at sea.

Others reading these post are probably rolling their eyes right now.

Register to Reply
2
Guru

Join Date: Dec 2010
Location: North West England
Posts: 1170
Good Answers: 153
#21

Re: Section Moments of Area

01/08/2013 5:57 AM

Drawing it in Solidworks™ and using the built in parameters tool gives the following answers. NB the reference point is the centre point of your 84mm & 10mm curves


Surface area = 1574.454 millimeters²

Center of mass: ( millimeters )
X = 0.00
Y = 38.65

Principal axes of inertia and principal moments of inertia: ( grams * square millimeters )
Taken at the center of mass.
Ix = (1.00, 0.00, 0.00) Px = 2417.60
Iy = (0.00, 1.00, 0.00) Py = 11123.44


Moments of inertia: ( grams * square millimeters )
Taken at the center of mass and aligned with the output coordinate system.
Lxx = 2417.60 Lxy = 0.00 Lxz = 0.00
Lyx = 0.00 Lyy = 11123.44 Lyz = 0.00


Moments of inertia: ( grams * square millimeters )
Taken at the output coordinate system.
Ixx = 26333.70 Ixy = 0.00 Ixz = 0.00
Iyx = 0.00 Iyy = 11517.06 Iyz = 3042.82

Register to Reply Good Answer (Score 2)
Guru

Join Date: Jul 2012
Location: Madison, WI.
Posts: 2074
Good Answers: 77
#27

Re: Section Moments of Area

01/08/2013 5:15 PM

You'd think that Aeroscraft would have this all worked out already......

__________________
Knowing is the end result of learning, not believing.
Register to Reply Score 1 for Good Answer
Power-User

Join Date: Nov 2011
Posts: 473
Good Answers: 13
#34
In reply to #27

Re: Section Moments of Area

01/09/2013 4:04 PM

"You'd think that Aeroscraft would have this all worked out already......"

Yup. Probably using CAD!!

Register to Reply
Guru

Join Date: Feb 2012
Posts: 595
#35

Re: Section Moments of Area

01/09/2013 6:19 PM

This one diverges a finit no of arcs(sectors) and triangles - just a quick check - and there're not too few of'em

(you must be more tired than i am v-.-V)

__________________
ci139
Register to Reply
Active Contributor
United Kingdom - Member - New Member Engineering Fields - Power Engineering - New Member

Join Date: Dec 2011
Location: Manchester, UK
Posts: 12
#38

Re: Section Moments of Area

01/15/2013 4:47 AM

Ive done some cals to work out the centroid and the area

this now proves the center of gravity,

now i need help on where to go from here to get the second moment of area.

anyone got any ideas?

__________________
There Is No Spoon
Register to Reply
Register to Reply 38 comments

Good Answers:

These comments received enough positive votes to make them "good answers".

"Almost" Good Answers:

Check out these comments that don't yet have enough votes to be "official" good answers and, if you agree with them, vote them!
Copy to Clipboard

Users who posted comments:

Anthony.w (7); bluebelly (2); CaptnPea (2); ci139 (1); Codemaster (3); dkwarner (2); jhhassociates (3); Lehman57 (1); Nigh (2); passingtongreen (3); pipeit (1); PWSlack (3); rashavarek (1); TerraMan (6); Usbport (1)

Previous in Forum: Air Conditioner Question   Next in Forum: Flare KOD.

Advertisement