I. Determine (approximately) the force in each member of the truss. a. Assume the diagonals can support either a tensile or a compressive force. b. Assume that the diagonals cannot support a compressive force. 50 kN 40 kN 20 kN D 3 m C |B E3 m 3 m

Structural Analysis
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Chapter2: Loads On Structures
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I. Determine (approximately) the force in each member of the truss.
a. Assume the diagonals can support either a tensile or a compressive force.
b. Assume that the diagonals cannot support a compressive force.
50 kN
40 kN
20 kN
3 m
m
3 m
II. Draw (approximately) the moment diagram for column AGF of the portal. Assume all the members
of the truss to be pin connected at their ends. The columns are fixed at A and B. Also determine the
force in all the truss members.
2m -2 m
D.
4 kN
1.5 m
8 kN
G
5m
II. a. Use the portal method and determine (approximately) the reactions at supports A, B, C, and D.
b. Use the cantilever method and determine (approximately) the reactions at supports A, B, C,
and D. All columns have the same cross-sectional area.
J
K
9 kN
4 m
F
12 kN
4 m
В
5 m
5 m
5 m
Transcribed Image Text:I. Determine (approximately) the force in each member of the truss. a. Assume the diagonals can support either a tensile or a compressive force. b. Assume that the diagonals cannot support a compressive force. 50 kN 40 kN 20 kN 3 m m 3 m II. Draw (approximately) the moment diagram for column AGF of the portal. Assume all the members of the truss to be pin connected at their ends. The columns are fixed at A and B. Also determine the force in all the truss members. 2m -2 m D. 4 kN 1.5 m 8 kN G 5m II. a. Use the portal method and determine (approximately) the reactions at supports A, B, C, and D. b. Use the cantilever method and determine (approximately) the reactions at supports A, B, C, and D. All columns have the same cross-sectional area. J K 9 kN 4 m F 12 kN 4 m В 5 m 5 m 5 m
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