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
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 23P
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Transcribed Image Text: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
TB
2 m
E
C
200 kN
2 m
A
6 m
6 m
2 m
El = constant
E = 70 GPa / = 1200 x 10 mm
*
FIG. P16.23
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