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Examples according to DIN 1045-1Design examples to DIN 1045-1, Vol. 1: Building construction; Deutscher Beton-Verein; 2005Examples according to Eurocode 2Design examples of concrete structures to EC 2; DIN V ENV 1992, Eurocode 2; Deutscher Beton-Verein; 1994Example 1: One-way continuous slabChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for BendingChapter 4.2.1: Dimensionig atop the intermediate supportClick here to view the DIN 1045-1 proof Chapter 4.2.2: Dimensioning in the spansa) Span 1 Click here to view the DIN 1045-1 proof b) Span 2 Click here to view the DIN 1045-1 proof Example 2: Two-way continuous slabChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for BendingChapter 4.2.1: Dimensioing atop the intermediate supportClick here to view the DIN 1045-1 proof Chapter 4.2.2: Dimensioning in the spansa) Span in x-direction Click here to view the DIN 1045-1 proof b) Span in y-direction Click here to view the DIN 1045-1 proof Example 3: Foundation slabChapter 4: Dimensioning for ultimate limit statesChapter 4.3: Dimensioning for BendingChapter 4.3.1 Dimensioning atop the intermediate support BClick here to view the DIN 1045-1 proof Chapter 4.3.2 Dimensioning in the spansa) Span 1 Click here to view the DIN 1045-1 proof Example 4: Flat slabChapter 4 : Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for Bending
Example 5: Precast simply supported beamChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for bendingChapter 4.2.1: BauzustandClick here to view the DIN 1045-1 proof Chapter 4.2.2: EndzustandClick here to view the DIN 1045-1 proof Example 6: Continuous beam with cantileverChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for bendingChapter 4.2.1: Bearing AClick here to view the DIN 1045-1 proof Chapter 4.2.2: Bearing BClick here to view the DIN 1045-1 proof Chapter 4.2.3: Span 1Click here to view the DIN 1045-1 proof Chapter 4.2.4: Span 2Click here to view the DIN 1045-1 proof Example 7: Plattenbalkendecke mit Fertigplatten und statisch mitwirkender OrtbetonschichtChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for bendingChapter 4.2.1: Fertig- bzw. Durchlaufplatte
Chapter 4.2.2: Fertig- bzw. PlattenbalkenChapter 4.2.2.1: Transportzustand FertigbalkenClick here to view the DIN 1045-1 proof Chapter 4.2.2.2: Montagezustand FertigbalkenClick here to view the DIN 1045-1 proof Chapter 4.2.2.3: Endzustand PlattenbalkenClick here to view the DIN 1045-1 proof Example 8: Prestressed beamChapter 5: Dimensioning for ultimate limit statesChapter 5.2: Dimensioning for bending with the longitudinal forceChapter 5.2.1: Bemessung des Feldquerschnitts im EndzustandClick here to view the DIN 1045-1 proof Chapter 5.2.2: Nachweis der vorgedrückten ZugzoneClick here to view the DIN 1045-1 proof Example 11: Pocket foundation for an interior columnChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for bendingChapter 4.2.1: Longitudinal reinforcement in x- and y-directionClick here to view the DIN 1045-1 proof Example 12: Pocket foundation for an edge columnChapter 4: Dimensioning for ultimate limit statesChapter 4.2: Dimensioning for bendingChapter 4.2.2: Longitudinal reinforcement in x-directionClick here to view the DIN 1045-1 proof Chapter 4.2.3: Longitudinal reinforcement in y-directionClick here to view the DIN 1045-1 proof Example 1: One-way continuous slabChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.1: Proof atop the column BClick here to view the EC 2 proof Chapter 4.2.2: Proof in the spansa) Span 1 Click here to view the EC 2 proof b) Span 2 Click here to view the EC 2 proof Chapter 4.3: Dimensioning for shearClick here to view the EC 2 proof Example 2: Two-way continuous slabChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.1: Dimensioning atop the intermediate support BClick here to view the EC 2 proof Chapter 4.2.2: Dimensioning in the span in x-directionClick here to view the EC 2 proof Chapter 4.2.3: Dimensioning in the span in y-directionClick here to view the EC 2 proof Chapter 4.3: Dimensioning for shearClick here to view the EC 2 proof Example 3: Foundation slabChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.1: Dimensioning in the span 1Click here to view the EC 2 proof Chapter 4.2.2: Dimensioing atop the intermediate support BClick here to view the EC 2 proof Chapter 4.3: Dimensioning for shearChapter 4.3.1: Dimensioning atop the support BClick here to view the EC 2 proof Example 4: Flat slabChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.2: Durchführung der Bemessung
Example 5: Precast simply supported beamChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.1 BeförderungszustandNachweis an der Stütze C: Click here to view the EC 2 proof Chapter 4.2.2 EndzustandNachweis im Feld: Click here to view the EC 2 proof Chapter 4.3. Dimensioning for shear, torsion and its combinationClick here to view the EC 2 proof Example 6: Continuous beam with cantileverChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.1 Stütze AClick here to view the EC 2 proof Chapter 4.2.2 Stütze BClick here to view the EC 2 proof Chapter 4.2.3 Feld 1Click here to view the EC 2 proof Chapter 4.2.4 Feld 2Click here to view the EC 2 proof Chapter 4.3.1 Bemessung des Kragträgers
Chapter 4.3.2 Feld 1Auflager A, rechts: Click here to view the EC 2 proof Feld 1 - Mitte: Click here to view the EC 2 proof Chapter 4.3.3 Feld 2Auflager B, rechts: Click here to view the EC 2 proof Auflager C, links: Click here to view the EC 2 proof Example 7: Prestressed beamChapter 5: Dimensioning for Unlimited Limit StateChapter 5.3 Bemessung für QuerkraftChapter 5.3.2 Bemessungswert der durch die Schubbewehrung aufnehmbaren QuerkraftClick here to view the EC 2 proof Chapter 5.3.3 Nachweis der DruckstrebentragfähigkeitClick here to view the EC 2 proof Example 10: Pocket foundation for an interior columnChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.2 Dimensioning in x-directionClick here to view the EC 2 proof Chapter 4.2.3 Dimensioning in y-directionClick here to view the EC 2 proof Example 11: Pocket foundation for an edge columnChapter 4: Dimensioning for Unlimited Limit StateChapter 4.2: Dimensioning for bendingChapter 4.2.2 Dimensioning in x-directionClick here to view the EC 2 proof Chapter 4.2.3 Dimensioning in y-directionClick here to view the EC 2 proof
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