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130 resultaten

Case study

Donau City Tower 2

20-02-2025

Kennisbank

Alternative method of designing prestressing in Detail (Equivalent Load Method)

ACI (USA)

Prestressed members

+2

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Study of behavior Inverted T Beam

Detail 2D

EN (Eurocode)

+1

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Tendons out of the section

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+1

Kennisbank

How to input the strength reduction factor according to ACI

Detail 2D

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Detail 2D

+2

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Cantilever Bent Cap (AASHTO)

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+2

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Limitations of IDEA StatiCa for Hot-Spot-Stress evaluation

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