Strength of Hollow Square Box Section Steel For Boat Cradle

savageseadog

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Can anyone suggest what the maximum load on a 2m long 90 x 90 x 3.6mm section in pure compression would be please?
 
Good link Roger, thanks. I was wondering where I had put my tables... other than thnking that the size quoted would be pretty tough for most boats, considering that Acro struts are commonly used and they are way below the size quoted.
I have a cradle stashed for a Swan 43, and none of the struts are as big as the OP's size. Designed by an Aerospace engineer...
 
Thanks for the link. The load will be about 2 Tonnes per strut estimated, just trying to verify if it's big enough.
 
Can anyone suggest what the maximum load on a 2m long 90 x 90 x 3.6mm section in pure compression would be please?

You need to consider two main possibilities: buckling of the member or failure of the material.

The Euler buckling load Pe pi2 E I / L2.

For a 90 x 90 x 3.6 standard square section [1] the second moment of area I = 76 cm4 = 7.6 x 105 mm4

The Young's modulus E for most steel is about 210 kN / mm2

Putting them all together and working in kN and mm gives

Pe = pi2 x 210 x 7.6 x 105 / 20002 = 394 kN ~ 40 tonnes.

However, the cross sectional area is 1230 mm2 and the yield strength of mild steel is typically 250 MPa = 250 N / mm2, so compressive failure of the material would occur at a load of

Pc = 1230 x 250 = 307 kN ~ 30 tonnes.

The lower load is the limiting case, so 30 tonnes is the theoretical maximum; I'd probably treat half that (15 tonnes) as a safe maximum, but I'm a mathematical engineer and someone with practical civil engineering experience should probably be able to recommend a proper factor of safety.

[1] Google "standard square section properties, find something like http://www.roymech.co.uk/Useful_Tables/Sections/SHS_hf.html, note that the I value there is the polar second moment and halve it to get the second moment around either the x or y axis.
 
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Can anyone suggest what the maximum load on a 2m long 90 x 90 x 3.6mm section in pure compression would be please?

I'm struggling to visualise a cradle design which would have any really significant compression load on members 2m long. Particularly loads of 2 tonnes.
 
I'm struggling to visualise a cradle design which would have any really significant compression load on members 2m long. Particularly loads of 2 tonnes.

Perhaps one where the boat has a lifting keel which needs to be dropped for maintenance?

And allowing for the situation where a gale force wind had the effect of transferring all the boat's weight onto the leeward props?
 

I agree. If I had knows that was all the load I would have not even bothered to to the analysis but of cause that where experience in structure design comes in.

This again goes back to the difference between an Engineer ( with a capital E) and an Technician and engineer (with a small e)
 
I'm struggling to visualise a cradle design which would have any really significant compression load on members 2m long. Particularly loads of 2 tonnes.

The yacht is suspended in poppets also known as splashes. On one hand the theoretical load is one thing but one has to consider distribution of weight, load distribution when boat is placed into cradle and pushed about, wind, vibration and weakening due to rust and flaws in the steel.
 
The yacht is suspended in poppets also known as splashes. On one hand the theoretical load is one thing but one has to consider distribution of weight, load distribution when boat is placed into cradle and pushed about, wind, vibration and weakening due to rust and flaws in the steel.

Ah, not your average cradle then. From others' calculations, your dimensions sound plenty adequate.
 
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