+2.7 m→| 2.4 m |A B 40 kN 2.7 m 40 kN_D E F 2.7 m 40 kN G H I 2.7 m K 7.5 m
+2.7 m→| 2.4 m |A B 40 kN 2.7 m 40 kN_D E F 2.7 m 40 kN G H I 2.7 m K 7.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using methods of joints, determine the internal force for each member as shown in the figure
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