wikiffcd2022:errata_dispensa_2021_v20210907
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wikiffcd2022:errata_dispensa_2021_v20210907 [2022/03/09 13:16] – creata ebertocchi | wikiffcd2022:errata_dispensa_2021_v20210907 [2022/03/09 13:17] (versione attuale) – ebertocchi | ||
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A solution scheme based on the //principle of virtual works// (and not on the second Castigliano theorem) is not prone to this subtle error, since the tracer virtual unit action used to obtain the consistent virtual displacement/ | A solution scheme based on the //principle of virtual works// (and not on the second Castigliano theorem) is not prone to this subtle error, since the tracer virtual unit action used to obtain the consistent virtual displacement/ | ||
- | ==== Planar beam structure i.p. and o.o.p. loadings ==== | ||
- | The beam structure centroidal axis lies on a plane, which is also a symmetry plane for the cross-sections. | ||
- | Symmetric and skew-symmetric loads with respect to such a plane are called // | ||
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- | If the superposition of effects holds (e.g., if the structure behaves linearly) each load set only induces an associated subset of the possible components of internal action, see | ||
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- | {{: | ||
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- | ==== Symmetric and skew-symm. parts of a general load ==== | ||
- | {{ : | ||
- | {{ : | ||
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- | A general load is applied to a symmetric structure in a); | ||
- | in b), c) the loads applied on each half structure is treated separately. | ||
- | In d), e) the action on the loaded portion is halved, and symmetrically propagated to the other portion; | ||
- | those symmetric actions are accumulated in the **symmetric part** of the load f). | ||
- | In g), h) the action on the loaded portion is halved, and skew-symmetrically propagated on the unloaded portion; those skew-symmetric actions are accumulated in the **skew-symmetric part** of the load i). |
wikiffcd2022/errata_dispensa_2021_v20210907.1646831768.txt.gz · Ultima modifica: 2022/03/09 13:16 da ebertocchi