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Meer tonen Minder tonen

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Meer tonen Minder tonen

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285 resultaten

Pier

Wall with openings

Dapped end with opening

Pier cap

Prestressed cross joint

Main assumptions and limitations for CSFM

Presentation of results

Solution method and load-control algorithm

Geometric modification of cross-sections

Supports and load transmitting components

Crack width calculation and Tension stiffening

Limit states and crack width calculation

Verification for serviceability limit state analysis

Verification for ultimate limit state analysis

Anchorage check step by step

Ultimate limit state analysis

Safety factors

Material models (EN)

Partially loaded areas (PLA)

Structural element checks according to Eurocode

Bond model for SLS (Detail)