16.1 through 16.5 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the slope-deflection method. 90 kN 50 kN E B D +2m++ - 2 m 3 m El = constant
16.1 through 16.5 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the slope-deflection method. 90 kN 50 kN E B D +2m++ - 2 m 3 m El = constant
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 11P
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