2.080 Structural Mechanics Lecture 5: Solution Method for ...
The above geometrical relation are independent on equilibrium and apply to any kind of materials. The second set of equations, derived in Lecture 3, is the equilibrium requirement dV dx + q(x) = 0 force equilibrium (5.3) dM dx V = 0 moment equilibrium (5.4) where V = V+ N dw dx is the e ective shear. (5.5) dN dx = 0 (5.6)
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