40 k B 10 ft' 10 ft FIG. P.16.14 1.5 k/ft 40 k TE + D -20 ft20 ft- F 21 E=constant 10 ft 10 ft G
40 k B 10 ft' 10 ft FIG. P.16.14 1.5 k/ft 40 k TE + D -20 ft20 ft- F 21 E=constant 10 ft 10 ft G
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the reactions and draw the shear and bending moment diagrams for the beams shown
in Fig. P16.14 by using the moment-distribution method.
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