17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.8–P17.14 by using the moment-distribution method. 20 kN/m 60 kN A E B -8 m+4 m+- 4 m- El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P17.9, P17.15
17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.8–P17.14 by using the moment-distribution method. 20 kN/m 60 kN A E B -8 m+4 m+- 4 m- El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P17.9, P17.15
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 11P
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Transcribed Image Text:17.8 through 17.14 Determine the reactions and draw the
shear and bending moment diagrams for the beams shown
in Figs. P17.8-P17.14 by using the moment-distribution
method.
20 kN/m
60 kN
A
E
B
D
+4m+-4 m-
8m
8 m-
El = constant
E = 70 GPa 1= 800 (106) mm4
FIG. P17.9, P17.15
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