Versiune de probă gratuită

Alegeți limba

English
Czech
German
Spaniolă
French
Italian
Layout.Language.PT
Dutch
Hungarian
Romanian

All content

Produs

Application

Afișați mai multe Afișați mai puțin

National code

Afișați mai multe Afișați mai puțin

Categoria

Șterge tot
1299 resultate
Steel
Exemplu de verificare

Bolts and Compressed Plates Modelling
Connection
AISC (USA)
+4
Steel
Exemplu de verificare

Bending stiffness of bolted joint of open sections
Connection
Steel
Exemplu de verificare

Bending stiffness of welded joint of open sections
Connection
CBFEM
+4
Steel
Bază de date

Multiple connection export from Robot by Code-check manager
Robot Structural Analysis
Connection
Steel
Exemplu de verificare

Multi level member and connection design
Connection
Member
+1
Exemplu de verificare

Moment of resistance
Steel
Bază de date

Modeling in IDEA StatiCa Member
Member
AISC (USA)
+3
Steel
Bază de date

Mitre cut for connecting members and stiffening members
Connection
AISC (USA)
+4
Steel
Bază de date

Merging exported projects from CAD and FEA programs
Connection
Checkbot
+4
Steel
Bază de date

Member length
Connection
Viewer
+5
Steel
FAQ

Types of analysis in member design
Member
CBFEM
+2
Steel
Bază de date

Unbalanced forces from BIM link import
Connection
Checkbot
+14
Steel
Exemplu de verificare

Linear bifurcation analysis (LBA) of columns in compression

Member
Steel
Exemplu de verificare

LBA of beams with various boundary conditions
Member
Steel
Exemplu de verificare

LBA simply supported beams in bending
Member
Concrete
Bază de date

Bearing plate support
Detail
ACI (USA)
+3
Steel
Exemplu de verificare

Lateral-torsional buckling of a beam with transverse stiffeners
Member
AISC (USA)
+2
Steel
Bază de date

Known limitations for SCIA Engineer
Checkbot
BIM link
+2
Steel
Concrete
Bază de date

Know limitations for AxisVM
Checkbot
AISC (USA)
+4
Steel
Bază de date

Key features of the CBFEM analysis
Connection
AISC (USA)
+8
Steel
Bază de date

Correct inputs for joint stiffness analysis
Connection
AISC (USA)
+2