Moment of Inertia in Truss Design
Moment of Inertia in Truss Design
(OP)
I am designing a simple horizontal truss beam and am wondering how you relate the "shape" of the strut or cord into the design. All the calcultions I find only refer to the area of the members. Is this assuming a square? and you can then relate that needed area into a differnt shape?






RE: Moment of Inertia in Truss Design
RE: Moment of Inertia in Truss Design
RE: Moment of Inertia in Truss Design
RE: Moment of Inertia in Truss Design
RE: Moment of Inertia in Truss Design