B D E F Hinge Hinge Fom to 6 m- -6 m 6 m -6 m- 6 m- - FIG. P8.24, P8.26
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 21P: Solve Problem 15 .17 for the loading shown in Fig. P15.17 and a settlement of 50 mm at support D....
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Draw the influence lines for the shear and bending moment at point B of the beam shown in Fig. P8.24.
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