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lets try an example to design the short column by using the design chart the center columns of a heavily loaded industrial structures are to be designed the frames are braced against the lateral forces the looks are gk 10 kilo newton per meter square qk 15 kilo newton per meter square the concrete strength is 25 newton per mm square and the steel strength is 500 newton per mm square this shows the key plane of the structures the friend is 4 meter space with each other each frames have 3 floors from the ground floor first floor second floor and the third floor the bean size is 300 times 700 the column size is 300 times 400. the column in this directions is 400 mm this column is to be designed the effective height is 3 meter for each story you may pause the video for a while for you to work out the solution to solve these questions first you need to determine the udl acting on the frame the span between the frame is 4 meter and you need to simulate the most critical setup of the loop a
