3. Both columns AB and DC have flexural rigidity EI, while beam BC has flexural rigidity 2EI. Using the slope-deflection
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3. Both columns AB and DC have flexural rigidity EI, while beam BC has flexural rigidity 2EI. Using the slope-deflection
3. Both columns AB and DC have flexural rigidity EI, while beam BC has flexural rigidity 2EI. Using the slope-deflection method, analyze the frame and find all reactions. This is an unbraced frame (i.e. can sway laterally). 1 kip/ft C 30 kip B A 28 ft D 16 ft
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