Guidelines2 ME350- .Design guidelines are given for different configurations. .Those materials along the guidelines have similar characteristics .Those above are better and those below are worse. Elp=C Minimum-weight design of stiff tension members EIRIp=C Minimum-weight design of stiff beams and columns E lp C Minimum-weight design of stiff plates (E/p) iR =C Wave speed in materialME 350 15 Guidelines2 •Design guidelines are given for different configurations. •Those materials along the guidelines have similar characteristics •Those above are better and those below are worse