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question number four this ones gonna take a little bit of calculation question number four the framing plan shown is for a two-story simple light manufacturing building if the loads are as follows axial loads only live load of the second floor eighty PSF dead load of the second floor is twenty PSF live load of the roof is thirty PSF dead load of the roof is again twenty PSF and then were gonna ignore that first floor or slab on grade just because its sort of being held up by the by the ground below so we have two basic questions here the first one is what is the total load of the column thats been indicated so whats the first thing we need to figure out well the first thing that you need to know is that there are all these loads so were gonna add those up in just a moment but the big thing to understand is what how how does the load even get to the column so the big key word is tributary area here yeah thats a key word itll show up someone yeah so basically we are going to hav
