14-daagse proeflicentie

Kies taal

Engels
Tsjechisch
Duits
Spaans
Frans
Italiaans
Nederlands
Hongaars
Roemeens

All content

Product

Application

Meer tonen Minder tonen

National code

Meer tonen Minder tonen

Categorie

Verwijder alles
80 resultaten
Concrete
Tutorial

Design of Precast Concrete using User-defined Cross-section in IDEA StatiCa
RCS
EN (Eurocode)
+3
Concrete
Voorbeeldproject

Vertically Loaded Basement Wall (ACI)
Detail 2D
Reinforcement
+2
Concrete
Kennisbank

Prestressing in Detail - Model description
Detail 2D
CSFM
+5
Concrete
Voorbeeldproject

Circular column (Second order Effects)
RCS
EN (Eurocode)
+1
Concrete
Voorbeeldproject

Box girder bridge section
RCS
EN (Eurocode)
+2
Concrete
Kennisbank

Reinforcement template in IDEA StatiCa Detail
ACI (USA)
EN (Eurocode)
+3
Concrete
Kennisbank

How to model a beam with haunches and openings in Detail
Detail 2D
ACI (USA)
+4
Concrete
Kennisbank

CSFM explained
Detail 2D
EN (Eurocode)
+15
Concrete
Controles

Cantilever wall-type bridge piers
Detail 2D
Reinforcement
Concrete
Controles

Shear tests in beams with low amounts of stirrups

Detail 2D
Reinforcement
Concrete
Controles

Unit test: Simple bending test on cantilevers
Detail 2D
EN (Eurocode)
+2
Concrete
Kennisbank

Reinforcement in RCS application
RCS
EN (Eurocode)
+1
Concrete
Controles

Four-point bending tests on T-beams
Detail 2D
Reinforcement
Concrete
Controles

Concrete pier caps
Detail 2D
Reinforcement
+1
Concrete
Controles

Unit test: Anchoring
EN (Eurocode)
Reinforcement
+1
Concrete
Controles

Unit test: Shear tests in beams with low amounts of stirrups
Detail 2D
EN (Eurocode)
+2
Concrete
Kennisbank

Design and check of slender columns
Member
EN (Eurocode)
+3
Concrete
Kennisbank

Reinforcement definition in the Detail application
Detail 2D
Reinforcement
Concrete
Kennisbank

Structural design of prestressed discontinuity regions
Detail 2D
ACI (USA)
+7
Concrete
Kennisbank

Reinforcement for 2D elements
RCS
EN (Eurocode)
+1
Concrete
Kennisbank

Partially loaded areas (PLA)
Detail 2D
EN (Eurocode)
+3