Also, to avoid torque on the one beam, it would be best to use a long piece of 
unistrut and extend it in the opposite direction of the 'over-hang', and attach 
it, so it would be attached to two beams.

> On Apr 4, 2014, at 7:31 PM, Brad Casterline <[email protected]> wrote:
> 
> Required Section Modulus for cantilevered will be the force (pounds) times 
> the distance (inches), divided by the stress (15,000). The force is the 
> weight of the water-filled pipe plus 250. The distance is 4" in this case. 
> Not hanging at 15' just means the force will be less, i.e, if you have these 
> unistrut at 7'-6", the weight will be half that if they were 15'-0, but you 
> still have to add 250 lbs to get the force. Please post your results so we 
> can all look at them, and be prepared to be criticized for not hiring a 
> structural engineer. The 4x thing you mentioned will also be cleared up 
> because with regular trapeze it is half the force times half the distance.
> Brad Casterline
> 
>> On Apr 4, 2014, at 6:56 PM, "Jerry Van Kolken" <[email protected]> wrote:
>> 
>> I have a retrofit project where I structure will not allow us to install
>> beam clamps. The existing hangers are unistrut clamp to the beams and
>> extended 4" out to allow rod a ring to be attached.  I would like to use a
>> similar assembly but I don't know how to calculate the loading to determine
>> the size of the unistrut. I've heard some stuff about 4x the section modulus
>> based on the trapezes table in NFPA.
>> 
>> 
>> 
>> I was also wondering if there is a adjust the section modulus if you are not
>> planning on hanging at 15'-0"?
>> 
>> 
>> 
>> 
>> 
>> Jerry Van Kolken
>> 
>> Millennium Fire Protection Corp.
>> 
>> 101 Copperwood Way, Suite H
>> 
>> Oceanside, CA 92058
>> 
>> (760) 722-2722 FX 722-2730
>> 
>> 
>> 
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