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Safe Design Theorem equilibrium and ductility
Statically determinate truss
50 other sections not shown
6z-free analytical model axial force bending inertia Bending moment diagram bending moments Bibliography bicycle wheel Box Girder Bridge buckling calculated column compression computer model contraflexure coordinates cross-section diagonal directions displacements distributed load ductility effective flange widths equation equivalent truss finite element force and bending forces in members gable frame global axes grid model Hooke's Law I-beam input joint 11 maximum member forces member local axes members 1-2 MN/m MNm at joint MNm/m moments about joint neutral axis Offshore Platform pin joints Plane frames plane grid plastic hinge points of contraflexure prestress represent resolving vertically rotation section properties shear area shear force shear stress shown shows sign convention slab space frame span spring stiffness statically indeterminate steel stiffness analysis stiffness equations supported at joint system of forces taking moments tendons tension torque torsion inertia transverse members vertical load wave loading x-axis X-fixed Y-fixed Young's modulus Z-fixed