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so Im going to walk through example problem 4.2 from your textbook here we have a deck but youll notice that this simple deck is not symmetrical so we have columns that are spaced at six six feet in this direction eight and eight feet and then 16 feet and twelve feet so we can see the effect that we that this will have when we solve the problem theres two parts to this problem the textbook only really asks about the second part the load on each column support but as an intermediate step were going to find the loads on each beam as well the load on each column support is again would be what happens at the bottom so if we have a footing at the bottom of this column or this column question is how much load is coming down on that footing we talk about the load on each beam heres one beam along column one a heres the second one on B and a third one on C so before we start I want to make a few observations first of all if we look at the beams because the this edge beam here along colu