The frame shown in the Figure has rigid floors and is supported to quasi-static earthquake loads...
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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 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 с 10 KN B ↓ A 3A m F E D >< 3A m H 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 с 10 KN B ↓ A 3A m F E D >< 3A m H
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Auditing a business risk appraoch
ISBN: 978-0324375589
6th Edition
Authors: larry e. rittenberg, bradley j. schwieger, karla m. johnston
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