Funny dance
Interesting thread. Imagine tying a spinnaker to your stanchion base by lines gathered to one line. If you're going with 62psi, multiply that by the number of square inches in your chute and transmit that load to your post. Now figure in the moments and do a little vector analysis. Real situation isn't that dramatic (force is distributed over many contact points), but you get the picture. Another way to approach this question might be to get the materials folks to opine on what force it would take to pop the weld (where did the base break?) or lift the screws straight out of the deck and work backwards from that.
Interesting thread. Imagine tying a spinnaker to your stanchion base by lines gathered to one line. If you're going with 62psi, multiply that by the number of square inches in your chute and transmit that load to your post. Now figure in the moments and do a little vector analysis. Real situation isn't that dramatic (force is distributed over many contact points), but you get the picture. Another way to approach this question might be to get the materials folks to opine on what force it would take to pop the weld (where did the base break?) or lift the screws straight out of the deck and work backwards from that.