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For the frame and design loads shown in Figure-1, determine the moment amplification factor
s for all
of the columns. The Beams are 310UB32 and the columns are 310UC96.8. All beams are rigidly
connected to the columns. The column-to-footing connection is pinned. All beams and columns are
bending about their major axis.
Check the adequacy of 200UC46.2, Grade 350 for column (A-1) and (A-4) shown in Figure-2. Ignore
the Self-weight of the beams and columns. All beam-to-column and beam-to-shear wall connections in
East-West direction and in North-South direction are hinge. All column-to-footing connections are
pinned. All columns are fully restrained only at the base and top of the second storey (roof level). A
uniform distributed permanent action (Dead Load) of G=20 kN/m and imposed action (Live Load) of
Q=10 kN/m is acting on all beams in East-West direction and a uniform distributed wind load of
Wu=2 kN/m is acting on the flange of column (A-1) as shown in Figure-2. Details of simple
connections in East-West direction