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#39590 - 12/16/10 12:51 AM basering calculations
liu_831107 Offline
Member

Registered: 12/15/10
Posts: 3
Loc: china
Results for Basering Analysis : Analyze Option

Calculation of Load per Bolt [W/Bolt],
W = TW M = Test Moment

= (( 4 * M/DC ) - W ) / RN per Jawad & Farr, Eq. 12.3
= (( 4 * 0 / 5159.700 ) - 0 ) / 36
= 0.0000 N [** No Uplift ** ]
I want to know why M and W is 0?
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#39599 - 12/16/10 11:19 AM Re: basering calculations [Re: liu_831107]
Ray_Delaforce Offline
Member

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

If 4*M/DC < W, it means no bolts are in tension, and technically, the bolts could be removed and the vessei will still stand there without toppling over. The programme in that case simply sets the M and W values to zero for convenience.

Incidentally, that equation assumes the bolts are spread out into a thin ring with an equivalent area.
_________________________
Sincerely,
Ray Delaforce
CADWorx & Analysis Solutions
Hexagon PPM

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#39609 - 12/16/10 07:18 PM Re: basering calculations [Re: Ray_Delaforce]
liu_831107 Offline
Member

Registered: 12/15/10
Posts: 3
Loc: china
thank you very much. I know it self-stable.but how wo set the anchor bolt?
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come on

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#39628 - 12/17/10 07:46 AM Re: basering calculations [Re: liu_831107]
Ray_Delaforce Offline
Member

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

Just use you best judgement. A 37mm bolt should be about right, but look at the proportions of you vessel.
_________________________
Sincerely,
Ray Delaforce
CADWorx & Analysis Solutions
Hexagon PPM

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