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708 résultats
Concrete
Base théorique

IDEA StatiCa Tendon structural design - User guide
RCS
Beam
+4
Concrete
Base théorique

How to define general cross-section by DXF reference?
RCS
EN (Eurocode)
+4
Concrete
Base théorique

How to define the self-weight in Detail
Detail
ACI (USA)
+2
Concrete
Base théorique

Why and how to input Internal forces into a detail?
Detail
ACI (USA)
+2
Concrete
Vérifications

Structural concrete in the 21st century
Detail
CSFM
+1
Concrete
Base théorique

IDEA StatiCa Beam structural design - User guide

EN (Eurocode)
Beam
Concrete
Base théorique

How to find out the weight of the reinforcement in IDEA StatiCa Detail
Detail
EN (Eurocode)
+5
Steel
Vérifications

Comparison of Buckling Resistance of I-shaped cross-sections
Member
EN (Eurocode)
+2
Steel
Tutoriels

Advance Design BIM link for the structural design of a steel connection (EN)
BIM link
Advance Design
+2
Concrete
Tutoriels

Structural design of a reinforced concrete beam (EN)
EN (Eurocode)
Beam
Steel
Base théorique

Connection analysis 0% or doesn't reach 100%
Connection
EN (Eurocode)
+4
Concrete
Vérifications

Verification and validation of corbels strengthened by unbonded tendons and bars
EN (Eurocode)
Corbels/Brackets
+4
Concrete
Base théorique

Material stress-strain diagram of concrete
EN (Eurocode)
Material settings
+1
Steel
Vérifications

Comparison of the Buckling Resistance of SHS and RHS Profiles
EN (Eurocode)
Buckling
+1
Concrete
Tutoriels

Bridge column (EN)
Member
EN (Eurocode)
+1
Concrete
Tutoriels

Concrete slender column (EN)
Member
EN (Eurocode)
Concrete
Tutoriels

Structural design of a prestressed concrete saddle beam (EN)
Beam
EN (Eurocode)
+1
Steel
Tutoriels

Structural design of a steel cross-beam affected by lateral torsional buckling (EN)
EN (Eurocode)
Member
+2
Concrete
Vérifications

Code checking of a box girder diaphragm according to Eurocode
EN (Eurocode)
Diaphragms
+3
Concrete
Vérifications

Serviceability limit state evaluation in discontinuity regions
CSFM
Cracks
+4
Concrete
Base théorique

How to set the effective time for analysis of deflection
Beam
EN (Eurocode)
+4