I am trying to optimize the angles alpha and theta, for which members of truss would carry the less loads. Given is location of force and value of force.
Problem is, that I get contradictory equations, where decrease of one angle is favorable for one member but unfavorable for other one (as more vertical member gets, more vertical loads it will carry). So I came up with the equation, but I am unable to solve it for angles to get minimum force values in the members.
On one hand, I know that it has something to do with derivatives, because if we set derivative of force with respect to angle to zero, I think one should be able to get the most efficient angle. But, there are 2 equations and I am not sure if this approach is correct or how to set up derivative equation.
Any ideas you may suggest?
Thanks.
I am attaching the drawing of the truss structure below