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#66397 - 05/16/16 02:00 AM Tailing Lug Stress Calculation Results
holizhang Offline
Member

Registered: 03/08/11
Posts: 27
Loc: china
Hi

I have analyzed a few towers using PV Elite, I found a problem.I was different from the results of software calculation.
for example:

Section | CG (Y) | Width (H)| Area (A) | Moment Area |
| mm | mm | mm^2 | mm 3 |
----------------|----------|----------|-------------|-------------|
Top plate, t | 150.00| 130.00| 3900.00| 584999.94|
Skirt, s | 80.00| 265.71| 2657.07| 212565.67|
Bottom plate, b | 107.50| 215.00| 6450.00| 693374.69|
----------------|----------|----------|-------------|-------------|
TOTAL | 13007.07| 1490940.38|

Calculated Overall CG (Y):
= Mtotal / Atotal
= 1490940/13007.07
= 114.63 mm

Calculated Moment of Inertia (I):
= (At * Yt^(2) + TOPWTH^(3) * TTA / 12 + As * Ys^(2) +
Hs^(3) * Ts / 12 + Ab * Yb^(2) + Hb^(3) * Tb / 12) -
Mtotal^(2) / Atotal
= (3900.00 * 150.00^(2) + 130.00^(3) * 30.00/12 + 2657.07 * 80.00^(2) +
265.71^(3) * 10.00/12 + 6450.00 * 107.50^(2) + 215.00^(3) * 30.00/12 ) -
1490940^(2)/13007.07
= 38753916.00 mm^4


it(38753916) is wrong

Who can explain? thank you in advance for any help.

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#66398 - 05/16/16 05:17 AM Re: Tailing Lug Stress Calculation Results [Re: holizhang]
Ray_Delaforce Offline
Member

Registered: 01/02/03
Posts: 743
Loc: Houston, TX
Hello holizhang

Could you kindly include the PV Elite file. I need it do go through the calculation myself. It is difficult to see numbers in isolation. Alternatively, you could raise a service request using out eCustomer support system. In the request, you could ask that it be directed to me.
_________________________
Sincerely,
Ray Delaforce
CADWorx & Analysis Solutions
Hexagon PPM

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#66416 - 05/17/16 07:07 PM Re: Tailing Lug Stress Calculation Results [Re: holizhang]
holizhang Offline
Member

Registered: 03/08/11
Posts: 27
Loc: china
Ray Delaforce

thank you,I can't upload the file to the Internet , So mail to you.

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