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The frame shown in the Figure Q.3 has rigid floors and is supported to quasi static earthquake loads shown


The frame shown in the Figure Q.3 has rigid floors and is supported to quasi static earthquake loads shown (according to AS 1170.4). Use the General Stiffness Method to analyse the frame and determine the horizontal translations at the floor levels, the bending moments in the columns and the base shears. 

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3A = 6.8 m

3B = 17.7 kN


engineering   Mechanical-Engineering   
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