Analyze the beams shown in FIG. 2A, method. Use exact values of the relative k's, round off distribution factors to 3 decimal places and the rest to 2 decimal places. Stop the iteration if all the values are less than 0.20 of if the number of distribution reaches the 7th, whichever comes first. P 75 KN, P2 82 KN, P3 = 65 KN ,w1 25 KN W2 = 35, W3 = 10.5 and by moment-distribution KN KN Moment of inertia is constant except for FIG. 2B. m P2 60 KN 20KN 10 KN W2 W1 W1 A 1.20m 1.20m CA 1.60 m 1.80 m 2.20 m 2.20 m 3.80 m

Analyze the beams shown in FIG. 2A, method. Use exact values of the relative k's, round off distribution factors to 3 decimal places and the rest to 2 decimal places. Stop the iteration if all the values are less than 0.20 of if the number of distribution reaches the 7th, whichever comes first. P 75 KN, P2 82 KN, P3 = 65 KN ,w1 25 KN W2 = 35, W3 = 10.5 and by moment-distribution KN KN Moment of inertia is constant except for FIG. 2B. m P2 60 KN 20KN 10 KN W2 W1 W1 A 1.20m 1.20m CA 1.60 m 1.80 m 2.20 m 2.20 m 3.80 m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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