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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 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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Auditing a business risk appraoch
Authors: larry e. rittenberg, bradley j. schwieger, karla m. johnston
6th Edition
9780324645095, 324645090, 978-0324375589
