Question: A = 0 . 0 1 2 sqm E = 2 0 0 GPa I = 4 5 0 0 0 0 mm 4 w

A=0.012 sqm
E=200GPa
I=450000 mm4
w=32.3KN/m
F2=47.8KN
h=4.56m
b=3.22m
determine the shear forces and bending moments in each member using stiffness method.
A = 0 . 0 1 2 sqm E = 2 0 0 GPa I = 4 5 0 0 0 0

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