Business
Business, 24.04.2020 17:05, carolinasantos2

The moment-distribution method for frames with no sidesway follows the same procedure as that given for beams. Repeat this process of locking and unlocking joints until the desired degree of accuracy is obtained. The process should be stopped with no carry-over of the last moment. Finally, add each column of FEMs, distributed moments, and carry-over moments. These sums represent the internal moments at each joint. If done correctly, moment equilibrium at the joints will be achieved.

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The moment-distribution method for frames with no sidesway follows the same procedure as that given...

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