Assignment 2 - Analysis using Matrix Flexibility Method Q1. Show that the truss shown in Figure 1 is statically indeterminate to the second degree. By choosing the axial force in bar
c
and
d
as redundant, analyse the truss to determine the bar forces and the deflection components corresponding to the applied loads. Assume
A=50

cm^(2)
and
E=20000k(N)/(c)m^(2)
Q2. Analyse the truss using flexibility method shown in Figure 2 to determine the reactions and the internal forces in all truss members. Assume support
A
and
B
as pinned and
AE
is constant.

Question

Assignment 2 - Analysis using Matrix Flexibility Method Q1. Show that the truss shown in Figure 1 is statically indeterminate to the second degree. By choosing the axial force in bar

c

and

d

as redundant, analyse the truss to determine the bar forces and the deflection components corresponding to the applied loads. Assume

A=50

cm^(2)

and

E=20000k(N)/(c)m^(2)

Q2. Analyse the truss using flexibility method shown in Figure 2 to determine the reactions and the internal forces in all truss members. Assume support

A

and

B

as pinned and

AE

is constant.

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