XPost: sci.engr.joining.welding

A few months back I picked up a gooseneck equipment trailer. It was
made in a farm shop. Overall its pretty decent, but it has some issues.
It was decked in what looks to me like bowling alley planking. I was
told its the same heavy duty engineered wood as is used on some
commercial trailers. Its quite strong. With a 7000 lb tractor on it
there is no sagging under either axle when its fully on the trailer.
Even when the ratcheting chain binders are cranked down.

However for some reason it is not supported at the very back of the
trailer. Its about 2wo feet to the first cross member that supports it.
I have driven the mentioned tractor up the ramps and onto the trailer
over that end. I went very slowly so that I could slip from the forward
pedal to the reverse pedal at the first sign/sound of cracking. There
was no sound of cracking and I successfully loaded and unloaded the
tractor, but the end of the boards did sag rather substantially. There
is rather substantial steel at the back of the trailer. The boards just
stop short of it. The bottom is also slightly below the level of the
outer frame.

I have consider a couple options. One is to weld in a support cross
member under the end of the boards. The other was to cut the boards
back to the last support and weld on a 2x8' piece of steel tread plate.
Well, its expensive and impractical to buy a piece of steel tread plate
these days. I had a wild idea to maybe just weld on a piece of plane
steel plate and scatter weld beads all over it to create some treads. I probably won't but if I did what would be the practicality of that?
I've got ten (well nine, one is the top on my welding table) pieces of
4x8x1/4 A36 I bought a while back because the price was right. Some of
it is slated for a 60' work bench top down the back wall of my shop, but
there will be some left over for other things.

--
This email has been checked for viruses by AVG.
https://www.avg.com

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

The "additional crossbeam" idea would be a lot lighter?
You could use a "slender" rather than "plastic" section - because
there's no benefit in it being able to "plastically rotate" in
overload. Thin-wall Rectangular Hollow Section?

If you did the plate idea, you'd only have to weld on tyre grip ribs
at the pitch of the wheels, obviously.

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

"Richard Smith" wrote in message news:[email protected]...

The "additional crossbeam" idea would be a lot lighter?
You could use a "slender" rather than "plastic" section - because
there's no benefit in it being able to "plastically rotate" in
overload. Thin-wall Rectangular Hollow Section?

If you did the plate idea, you'd only have to weld on tyre grip ribs
at the pitch of the wheels, obviously.

---------------------------

How much of a safety factor does a trailer floor need to account for road
bumps etc?

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

"Jim Wilkins" <[email protected]> writes:

"Richard Smith" wrote in message news:[email protected]...

The "additional crossbeam" idea would be a lot lighter?
You could use a "slender" rather than "plastic" section - because
there's no benefit in it being able to "plastically rotate" in
overload. Thin-wall Rectangular Hollow Section?

If you did the plate idea, you'd only have to weld on tyre grip ribs
at the pitch of the wheels, obviously.

---------------------------

How much of a safety factor does a trailer floor need to account for
road bumps etc?

Don't know. Would several-fold over deadweight load if at all
possible, my instinct says.
I'd gladly do some beam calculations you'd suggest available sections
and deadweight. Find out if it easily comes in at margin which is
"well over".

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

On 10/1/2021 11:28 AM, Leon Fisk wrote:

On Thu, 30 Sep 2021 13:56:40 -0700
Bob La Londe <[email protected]> wrote:

<snip>

I have consider a couple options. One is to weld in a support cross
member under the end of the boards.

Without seeing it, looking underneath and some pondering... I would
probably use this method. Even though I have welding equipment, I'm
just as likely to use bolts for something like this.

There is not a lot of room to work. There are some very nicely done
ramp holders slides under the frame as well as a swing down tilt stop
for loading.

That being said, if those were not there I would probably do a drop cut
on the last 4-5 feet of the trailer, and go to swing ramps with their
own support feet.

I probably don't use it enough to stress over it quite this much, but...

--
This email has been checked for viruses by AVG.
https://www.avg.com

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

On Thu, 30 Sep 2021 13:56:40 -0700
Bob La Londe <[email protected]> wrote:

<snip>

I have consider a couple options. One is to weld in a support cross
member under the end of the boards.

Without seeing it, looking underneath and some pondering... I would
probably use this method. Even though I have welding equipment, I'm
just as likely to use bolts for something like this.

--
Leon Fisk
Grand Rapids MI

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

On Fri, 1 Oct 2021 12:00:22 -0700
Bob La Londe <[email protected]> wrote:

<snip>

There is not a lot of room to work. There are some very nicely done
ramp holders slides under the frame as well as a swing down tilt stop
for loading.

Can the ramp holders be used some how to shore up the boards above?

--
Leon Fisk
Grand Rapids MI

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

On 10/1/2021 12:46 PM, Leon Fisk wrote:

On Fri, 1 Oct 2021 12:00:22 -0700
Bob La Londe <[email protected]> wrote:

<snip>

There is not a lot of room to work. There are some very nicely done
ramp holders slides under the frame as well as a swing down tilt stop
for loading.

Can the ramp holders be used some how to shore up the boards above?

Probably. I could climb under it with a hammer and some 2x4s. LOL.

--
This email has been checked for viruses by AVG.
https://www.avg.com

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

Bob La Londe wrote:

A few months back I picked up a gooseneck equipment trailer. It was
made in a farm shop. Overall its pretty decent, but it has some issues.
It was decked in what looks to me like bowling alley planking. I was
told its the same heavy duty engineered wood as is used on some
commercial trailers. Its quite strong. With a 7000 lb tractor on it
there is no sagging under either axle when its fully on the trailer.
Even when the ratcheting chain binders are cranked down.

However for some reason it is not supported at the very back of the
trailer. Its about 2wo feet to the first cross member that supports it.
I have driven the mentioned tractor up the ramps and onto the trailer
over that end. I went very slowly so that I could slip from the forward
pedal to the reverse pedal at the first sign/sound of cracking. There
was no sound of cracking and I successfully loaded and unloaded the
tractor, but the end of the boards did sag rather substantially. There
is rather substantial steel at the back of the trailer. The boards just
stop short of it. The bottom is also slightly below the level of the
outer frame.

I have consider a couple options. One is to weld in a support cross
member under the end of the boards. The other was to cut the boards
back to the last support and weld on a 2x8' piece of steel tread plate.
Well, its expensive and impractical to buy a piece of steel tread plate
these days. I had a wild idea to maybe just weld on a piece of plane
steel plate and scatter weld beads all over it to create some treads. I probably won't but if I did what would be the practicality of that?
I've got ten (well nine, one is the top on my welding table) pieces of 4x8x1/4 A36 I bought a while back because the price was right. Some of
it is slated for a 60' work bench top down the back wall of my shop, but there will be some left over for other things.

Sounds like Apitong, great stuff for decking. I would add a crossmember
myself.

--
Steve W.

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)

XPost: sci.engr.joining.welding

On 10/1/2021 1:46 AM, Richard Smith wrote:

The "additional crossbeam" idea would be a lot lighter?
You could use a "slender" rather than "plastic" section - because
there's no benefit in it being able to "plastically rotate" in
overload. Thin-wall Rectangular Hollow Section?

If you did the plate idea, you'd only have to weld on tyre grip ribs
at the pitch of the wheels, obviously.

Which points out on of the obvious solutions. I have found (not
particularly cost effective, but cheaper) drops of steel tread plate for
sale. Just weld them in where needed.

--
This email has been checked for viruses by AVG.
https://www.avg.com

--- SoupGate-Win32 v1.05
* Origin: fsxNet Usenet Gateway (21:1/5)