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

Structural Analysis
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Chapter2: Loads On Structures
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The internal forces for a truss (in pounds) are shown in the diagram below, with the sign convention
we used in class. Using the convention of a ming each member by the joints it connects (i.e.
member AB connects joints A & B), whichof the members are in Tension? Choose ALL of the
members in tension from the list below.
3000 b.
1200 lb.
4025
C
3394
4025
1697
311
Ax=0
3600
D 2400
F 2400
Ey-1800 lb.
A=2400 lb.
Force summation diagram
BF
CE
АВ
DF
BC
OAF
CD
DE
ODB
Transcribed Image Text:The internal forces for a truss (in pounds) are shown in the diagram below, with the sign convention we used in class. Using the convention of a ming each member by the joints it connects (i.e. member AB connects joints A & B), whichof the members are in Tension? Choose ALL of the members in tension from the list below. 3000 b. 1200 lb. 4025 C 3394 4025 1697 311 Ax=0 3600 D 2400 F 2400 Ey-1800 lb. A=2400 lb. Force summation diagram BF CE АВ DF BC OAF CD DE ODB
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