A в с D EFG H Hinge Hinge -8 m -6 m- -4 m---4 m-|3 m-3 m-- -8 m- FIG. P8.33, P8.34
A в с D EFG H Hinge Hinge -8 m -6 m- -4 m---4 m-|3 m-3 m-- -8 m- FIG. P8.33, P8.34
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 6P: Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of 12 in. at support B. FIG....
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Draw the influence lines for the vertical reactions at supports A, and B of the beam shown in Fig. P8.33.
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