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619 resultate
Steel
Exemplu de verificare

Prequalified joints for seismic applications
EN (Eurocode)
CBFEM
+4
Steel
Exemplu de verificare

CBFEM Weld Model: Validation and Verification
AISC (USA)
CISC (Canada)
+4
Steel
Proiect de exemplu

Frame corner with tubular beams
Connection
EN (Eurocode)
+2
Steel
Exemplu de verificare

Rectangular hollow sections
EN (Eurocode)
CBFEM
+2
Steel
Exemplu de verificare

Welded portal frame eaves moment connection
EN (Eurocode)
CBFEM
+4
Steel
Exemplu de verificare

Column base – Hollow section column (EN)
EN (Eurocode)
Concrete block
+3
Steel
Exemplu de verificare

Fillet weld in fin plate joint
EN (Eurocode)
CBFEM
+2
Steel
Exemplu de verificare

Splices in shear in slip-resistant connection
EN (Eurocode)
CBFEM
+2
Steel
Bază de date

CBFEM book – Component-based finite element design of steel connections
20.07.2020
CBFEM
Connection
+1
Steel
Exemplu de verificare

Comparison of the Buckling Resistance of SHS and RHS Profiles
EN (Eurocode)
Buckling
+1
Steel
Tutorial

Structural design of a steel cross-beam affected by lateral torsional buckling (EN)
EN (Eurocode)
Member
+2
Steel
Bază de date

Local deformation check for the hollow members
Connection
AISC (USA)
+3
Steel
Fundalul teoretic

Check of steel connection components (EN)
CBFEM
Plates
+2
Steel
Fundalul teoretic

Check of steel connection components (AS)
AS (Australia)
CBFEM
+1
Steel
Fundalul teoretic

Check of steel connection components (IS 800)
IS (India)
CBFEM
+1
Steel
Fundalul teoretic

Check of steel connection components (HKG)
05.04.2020
HKG (Hong Kong)
Connection
+1
Steel
Fundalul teoretic

Check of steel connection components (GB)
GB (China)
CBFEM
+1
Concrete
Bază de date

Complete code-check of anchors and concrete block with IDEA StatiCa
Detail 3D
Anchoring
+1
Steel
Bază de date

Automatic anchoring code-selection with hooked anchors
v24.1
Anchoring
Steel
Bază de date

Check of anchor tension as a bolt tension option (AS)
v24.0
AS (Australia)
+1
Steel
Bază de date

Automatic weld sizing to capacity estimation
v24.0
Welds
+2