QUESTION-1-For the frame and design loads shown in Figure-1, determine the moment amplification factor s for allof the columns. The Beams are 310UB32 and the columns are 310UC96.8. All beams are rigidlyconnected to the columns. The column-to-footing

QUESTION-1-For the frame and design loads shown in Figure-1, determine the moment amplification factor s for allof the columns. The Beams are 310UB32 and the columns are 310UC96.8. All beams are rigidlyconnected to the columns. The column-to-footing connection is pinned. All beams and columns arebending about their major axis.QUESTION-2Check the adequacy of 200UC46.2, Grade 350 for column (A-1) and (A-4) shown in Figure-2. Ignorethe Self-weight of the beams and columns. All beam-to-column …

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