A "solid guide" to this volume must highlight its transition from elastic theory to inelastic behavior. The authors use the Moment-Curvature-Thrust (
The book establishes the theoretical foundation for beam-columns, which differ from pure beams or columns because they must resist both axial force ( ) and bending moment ( Theory of Beam-Columns, Volume 1: In-Plane Beha...
The mathematical core involves the differential equations of equilibrium for a deflected member. For an elastic beam-column, the governing equation is: A "solid guide" to this volume must highlight
EId4ydx4+Pd2ydx2=q(x)cap E cap I d to the fourth power y over d x to the fourth power end-fraction plus cap P d squared y over d x squared end-fraction equals q open paren x close paren EIcap E cap I is the flexural rigidity. is the axial compressive load. is the transverse loading. 3. Analyze In-Plane Stability is the axial compressive load