The internal forces for a truss (in pounds) ar shown in the diagram below, with the sign convention we used in class. Using the convention of n ming each member by the joints it connects (i.e. member AB connects joints A & B), which the members are in Tension? Choose ALL of the members in tension from the list below. 3000 . 1200 lb. 4025 3394 4025 1697 Ay=0 3-10 3600 D 2400 F 2400 Ey=1800 lb. Ay=2400 lb. Force summation diagram BF CE AB DF BC AF CD DE DB
The internal forces for a truss (in pounds) ar shown in the diagram below, with the sign convention we used in class. Using the convention of n ming each member by the joints it connects (i.e. member AB connects joints A & B), which the members are in Tension? Choose ALL of the members in tension from the list below. 3000 . 1200 lb. 4025 3394 4025 1697 Ay=0 3-10 3600 D 2400 F 2400 Ey=1800 lb. Ay=2400 lb. Force summation diagram BF CE AB DF BC AF CD DE DB
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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