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637 résultats
Concrete
Tutoriels

Axis BIM link for for the structural concrete beam design (EN)
Detail 2D
EN (Eurocode)
+2
Steel
Tutoriels

Steel connection design resistance (EN)
EN (Eurocode)
CBFEM
+2
Concrete
Base théorique

SLS results in RCS - Stress Limitation, Crack Width, Detailing
RCS
EN (Eurocode)
+1
Concrete
Base théorique

Types of supports in IDEA StatiCa Detail
Detail 2D
EN (Eurocode)
+3
Concrete
Vérifications

Unit test: Anchoring
EN (Eurocode)
Reinforcement
+1
Steel
Vérifications

CBFEM Weld Model: Validation and Verification
AISC (USA)
CISC (Canada)
+4
Concrete
Vérifications

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

RCS - Action stages
RCS
Prestressed members
+3
Concrete
Vérifications

Assessing bridge deviator strength: IDEA StatiCa vs. ABAQUS simulations
11/03/2024
Detail 2D
EN (Eurocode)
+3
Steel
Vérifications

Rectangular hollow sections
EN (Eurocode)
CBFEM
+2
Concrete
Base théorique

IDEA StatiCa RCS (Reinforced Concrete Section) - User guide
RCS
EN (Eurocode)
Concrete
Base théorique

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

ULS results in RCS - Capacity N-M-M, Shear, Torsion, Interaction, Response N-M-M
RCS
EN (Eurocode)
+1
Steel
Vérifications

Fatigue life by nominal stress method
Connection
EN (Eurocode)
+1
Concrete
Tutoriels

Structural design of a reinforced concrete T-section (EN)
RCS
EN (Eurocode)
+2
Steel
Tutoriels

SAP2000 BIM link for the structural design of a steel connection (EN)
Connection
Checkbot
+3
Concrete
Base théorique

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

Basic assumptions of Compatible Stress Field Method (CSFM)
ACI (USA)
EN (Eurocode)
+4
Steel
Vérifications

Welded portal frame eaves moment connection
EN (Eurocode)
CBFEM
+4
Steel
Tutoriels

How to combine Tekla Structures and SAP2000 for steel connection design (EN)
Checkbot
EN (Eurocode)
+4
Concrete
Base théorique

What is the Topology optimization for? And how does it go with the strut and tie method?
Detail 2D
ACI (USA)
+3