16.8 through 16.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.8-P16.14 by using the slope-deflection method. 20 kN/m 60 kN A B D -8 m+4m--4 m- -8 m El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P16.9, P16.15
16.8 through 16.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.8-P16.14 by using the slope-deflection method. 20 kN/m 60 kN A B D -8 m+4m--4 m- -8 m El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P16.9, P16.15
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 12P
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