Question: The frame shown in the Figure has rigid floors and is supported to quasi-static earthquake loads shown (according to AS 1170.4). Use the slope-deflection

The frame shown in the Figure has rigid floors and is supported

The frame shown in the Figure has rigid floors and is supported to quasi-static earthquake loads shown (according to AS 1170.4). Use the slope-deflection method to analyse the frame and determine the horizontal translations at the floor levels (in terms of EI), the bending moments in the columns and the base shears. 4m 3B KN 4m 10 KN B A 3A m F E D > < 3A m H

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