Shown below is a symmetric 2D truss bridge exposed to 3 vertical nodal forces. The cross section is a square of 6 by 6 cm square. Three (3) vertical forces are applied at the base of the bridge. Using either the section method or joint method, compute the internal forces of all members of the 2D truss. Note that the system is symmetric, so you need to solve 7 out of 13 members. Also note that you need to ge support reaction first Also assume that one of the supports is a hinge while the other one is a roller

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Shown below is a symmetric 2D truss bridge exposed to 3 vertical nodal forces. The cross section is a
square of 6 by 6 cm square. Three (3) vertical forces are applied at the base of the bridge. Using either
the section method or joint method, compute the internal forces of all members of the 2D truss. Note
that the system is symmetric, so you need to solve 7 out of 13 members. Also note that you need to get
support reaction first. Also, assume that one of the supports is a hinge while the other one is a roller.
1m
30kN
1m
30kN
1m
30kN
1m
1m
Material: Douglas Fir
E = 13.1 GPa
v = 0.29
Member cross section:
height = 6 cm
width = 6 cm
Transcribed Image Text:Shown below is a symmetric 2D truss bridge exposed to 3 vertical nodal forces. The cross section is a square of 6 by 6 cm square. Three (3) vertical forces are applied at the base of the bridge. Using either the section method or joint method, compute the internal forces of all members of the 2D truss. Note that the system is symmetric, so you need to solve 7 out of 13 members. Also note that you need to get support reaction first. Also, assume that one of the supports is a hinge while the other one is a roller. 1m 30kN 1m 30kN 1m 30kN 1m 1m Material: Douglas Fir E = 13.1 GPa v = 0.29 Member cross section: height = 6 cm width = 6 cm
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