Problem 4 (Apx Method) Determine (approximately) the force in each member of the truss. Assume the diagonals can support both tensile and compressive forces. 3 m 50 kN F 000 40 kN 000 000 000 000 000 000 E 000 000 000 000 000 B 3 m 20 kN D 000 000 000 000 C 3 m Problem 5 (Apx Method) Determine (approximately) the force in each member of the truss in problem 4. Assume the diagonals cannot support compressive forces.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter2: Concepts In Structural Steel Design
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Problem 4 (Apx Method)
Determine (approximately) the force in each member of the truss. Assume the diagonals can support
both tensile and compressive forces.
3 m
50 kN
F
000
40 kN
000
000
000
000
000
000
E
000
000
000
000
000
B
3 m
20 kN
D
000
000
000
000
C
3 m
Problem 5 (Apx Method)
Determine (approximately) the force in each member of the truss in problem 4. Assume the diagonals
cannot support compressive forces.
Transcribed Image Text:Problem 4 (Apx Method) Determine (approximately) the force in each member of the truss. Assume the diagonals can support both tensile and compressive forces. 3 m 50 kN F 000 40 kN 000 000 000 000 000 000 E 000 000 000 000 000 B 3 m 20 kN D 000 000 000 000 C 3 m Problem 5 (Apx Method) Determine (approximately) the force in each member of the truss in problem 4. Assume the diagonals cannot support compressive forces.
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