16.23 Determine the member end moments and reactions for the frame in Fig. P16.23 for the loading shown and the support settlements of 17mm at A and 25mm at D. Use the slope-deflection method. 50 kN/m 50 kN D E |C – 200 kN→ 2 m 2 m 6 m 6 m 2 m El = constant E = 70 GPa /= 1200 × 10° mm FIG. P16.23

16.23 Determine the member end moments and reactions for the frame in Fig. P16.23 for the loading shown and the support settlements of 17mm at A and 25mm at D. Use the slope-deflection method. 50 kN/m 50 kN D E |C – 200 kN→ 2 m 2 m 6 m 6 m 2 m El = constant E = 70 GPa /= 1200 × 10° mm FIG. P16.23

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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determine the member end moments and reactions for the frame shown in this figure by using moment-distribution method. and solve settlement of 50mm at point D