I'll add a few things. I have never had to deal with a TT in a hurricane, but I have had to deal with camper frames. I'll pass these ideas along to help the cause.
I myself would not use a beam clamp or any other clamp on the lower flange of an "camper" I beam. These camper I beams are so thin you can damage that lower flange real easy pulling with hurricane forces on it. Even a 18" crescent wrench can do damage pulling on it. Yes, they are that flimsy. No problem cold working a bent flange back straight .
The way an I beam works is the top and bottom flanges carry the load of the beam. One in tension the other in compression. They change loading depending on which way the force is applied. The web in the middle prevents the flanges from buckling sideways not really carrying the majority of the load that the flanges do. Once one of the flanges is distorted, it can then be the new weak point in the beam. You end up towing on a bad highway with potholes and the frame is stressed from the potholes, it will find that new weak spot and start the beam bending in that location if the impact is hard or multiple enough.
Do not drill holes real close to the edges of the flanges like it will be close to breakthrough as that will create a stress riser in that load carrying area.
Folks do talk about the big hole where the slide arm come through, but that is in the web and most times a reinforcement plate is welded around that hole to help compensate for the hole being there. Again to help not buckle the beam is the need.
What makes the I beam stronger faster is the flange dimensions and the total height of the beam as opposed to just going thicker steel. The farther apart the flanges are, the stronger the beam. A 10" MH beam is stronger then an 8" MH beam given all the thickness, flange widths and yield stress rating are the same. The increased height of the beam in the bending direction increases the section modulus used in the stress calculations much faster then increasing section thicknesses.
Many of the I beam frames are made out a high strength low carbon steel. A572-50 or A529-50 which is 50 ksi yield steel. It is a step up from the average A36 softer steels. However I have used standard high speed steel bits to drill it successfully if your going to drill it. Cobalt bits work too just heads up they may snap faster if you do not hold the drill motor steady. Start small and increase the bit size with lube
After thinking through all this, I do agree if you can, go over the A frame Tongue and the rear bumper if yours has any structure to it. Some of the rear bumpers are not very strong.
The poster who added to put a cable through the spring hangers is good too. That can give you 6 locations at the wheels area.
Hope this helps
John
2005 Ford F350 Super Duty, 4x4; 6.8L V10 with 4.10 RA, 21,000 GCWR, 11,000 GVWR, upgraded 2 1/2" Towbeast Receiver. Hitched with a 1,700# Reese HP WD, HP Dual Cam to a 2004 Sunline Solaris T310R travel trailer.