Determine the internal forces at point J for the structure shown, where member BD can only carry axial forces. Take the dimension
a=180mm
and the external load
P=410N
. axial force:
F_(ȷ)=
(tolerance 1 N , magnitude only) shear force:
SF_(J)=
tolerance 1 N , magnitude only) bending moment:
BM_(J)=
tolerance 100 N*mm, magnitude only)