Design codes and national requirements are sometimes incomplete or occasionally contradictory.

To address this, temporary Technical code practice are sometimes required. These serve only as interim guidelines until official regulations are clarified or updated. Below are a list of such practices for use possible according to Eurocode (EC). Practices below originate from former designers at VBk.

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Load coefficient tables according for pedestrian, road and train bridge

Shortly, the suggested load coefficent tables and there derivation will be attached.

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Requirements in the serviceability state (SLS) for prestressed bridges

Shortly, the suggested requirements will be attached.

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FEM modelling of frame bridges: how to handle edge beams and wingwalls

Shortly, the suggested modelling will be attached.

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Angular stiffness for slab foundation B < 5H

Shortly, the suggested modelling will be attached.

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Differentiation of stiffness when superstructure is prestressed only in the longitudinal direction

Shortly, the suggested differentiation will be attached.

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Torsional stiffness in free torsion and forced torsion

Shortly, the suggested difference in torsional stiffness will be attached.

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Distribution width RC slabs

Shortly, the suggested distribution width for shear and bending moment will be attached.