Chapter 5: Indeterminate Structures – Slope-Deflection Method
typical member can flex but the shear and axial deformation are negligible. It is no different from that used with the force method. • Kinematically indeterminate structures versus statically indeterminate structures: Redundants: 1 (By) Kinematics: 1 (θB) Redundants: 1 (By) Kinematics: 3 (θAB C,,θθ) Redundants: 2 (By,Cy) Kinematics: 2 ...
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