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hi guys welcome back to the channel uh in this lecture we are going to calculate the collapse load for this frame structure in which the column is inclined okay so in this frame you as you can see that this column is inclined with respect to the horizontal in the previous lectures we have solved problems in which columns are exactly vertical with respect to the horizontal axis okay so now here two two points are acting one is acting in horizontal direction of magnitude 0.5 w and one is acting in vertical direction of magnitude w okay so basically we need to find the collapse load for collapse load value of this w okay so first step in finding the collapse is to find the static indeterminacy of this frame structure so what is the static indeterminacy of this frame okay at this this is the point of natural hinge okay so at this point the reactions are one will be one vertical one horizontal okay at this support the reactions will be one vertical one horizontal and one rotation will be t