Solve Prob. 133 using the slope-deflection equations. Data from 13-3. Apply the moment-distribution method to determine the

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Solve Prob. 13€“3 using the slope-deflection equations.

2 ft 1.5 k/ft 4 ft 5 ft B 8 ft- –12 ft - 2 ft | 40 ft- 40 ft

Data from 13-3.

Apply the moment-distribution method to determine the moment at each joint of the parabolic haunched frame. Supports A and B are fixed. Use Table 13€“2. The members are each 1 ft thick. E is constant.

Solve Prob. 13–3 using the slope-deflection equations.Data from 13-3.Apply the

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Structural Analysis

ISBN: 1589

8th Edition

Authors: Russell C. Hibbeler

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