Chapter 5: Indeterminate Structures – Force Method
53:134 Structural Design II () () B B Mxmx dx EI mxmx Rd EI δ Δ= =⋅ ∫ ∫ x where M()x is the bending moment distribution for the beam I, and is the bending moment distribution for the beam II with reaction a unit force. mx() R • General procedure for beams with a single redundant. Step 1: Identify the redundant. If the redundant is ...
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