Need a book? Engineering books recommendations...

• To: <seaint(--nospam--at)seaint.org>
• From: "Al Greene" <agreene(--nospam--at)bigge.com>
• Date: Mon, 12 Aug 2002 11:50:35 -0700

```Jeremy,

Unless I had an equalizing system for the rigging, I would assume that diagonally opposite lugs take all the load.

Notwithstanding the comments about an indeterminate system, for a quick direct approximation of lug force in each sling with all four slings working, distribute the load based on the ratio of the square of the tangent to the sum of the squared tangents.  Look at the angle between the horizontal plane and the sling in question.

Al Greene, PE
Bigge Crane and Rigging Co.

> -----Original Message-----
> From:	Jeremy Kuhn [SMTP:jkuhn(--nospam--at)americancrane.com]
> Sent:	Monday, August 12, 2002 5:18 AM
> To:	'seaint(--nospam--at)seaint.org'
>
> I have a trolley which I need to lift which has 4 lifting lugs on it...I
> have determined the C.G. of the load and now I am in the process of
> determining the different vertical load which each lug sees due to its
> proximity to the C.G. and then I will determine the tension in the slings by
> trigonometry.
>
> Here is the question...I have come up with 2 different methods of
> determining the vertical loads on each lug - both seem to be logical...but
> results are very different ! Is there a correct way to determine vertical
> loads at 4 different locations which are at unequal distances from the C.G.
> ? I looked through all the Riggers Handbooks in the office and came up
> empty.
>
> The first method I used (working in an XZ plane) was to divide the problem
> into 2...two lugs had a distance of 30% of the length to the C.G. in the X
> direction - so I assumed those two lugs saw 70% of the load - then one of
> the lugs which saw 70% of the load had a distance of 40% of the length to
> the C.G. in the Z direction so it got 60% of the 70% (42% of entire
> load)...and so on for each of the other lugs..
>
> The second method which I used was to take a straight line distance from
> each lug to the C.G. and then determine the vertical load seen by assuming
> that each vertical load would be inversely proportional to the distance from
> the C.G. - little tough to explain the exact process.
>
> Anyhow...any insight into an approved method would be appreciated ! Thanks !
>
>
> ******* ****** ******* ******** ******* ******* ******* ***
> *   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> *
> *   This email was sent to you via Structural Engineers
> *   Association of Southern California (SEAOSC) server. To
> *   subscribe (no fee) or UnSubscribe, please go to:
> *
> *   http://www.seaint.org/sealist1.asp
> *
> *   Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you
> *   send to the list is public domain and may be re-posted
> *   site at: http://www.seaint.org
> ******* ****** ****** ****** ******* ****** ****** ********

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you
*   send to the list is public domain and may be re-posted