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Implementation of long-term losses in Detail

Reinforced beam with openings

Bridge deviator

Basic assumptions of Compatible Stress Field Method (CSFM)

What is the Topology optimization for? And how does it go with the strut and tie method?

Wall with opening

Staircase

Pier cap - Bone section

Beam with hanging

Corbel

Pier

Wall with openings

Dapped end with opening

Types of supports in IDEA StatiCa Detail

Pier cap

Prestressed cross joint

Main assumptions and limitations for CSFM

Presentation of results

Solution method and load-control algorithm

Meshing

Finite element types