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Design of cold-formed beam-columns restrained by sheeting
Kari Kolari
, Asko Talja
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Engineering
Eurocodes
100%
Effective Length
66%
Design Method
50%
Design
50%
Flange
33%
Test Program
33%
Determines
33%
Boundary Condition
16%
Test Result
16%
Compression Test
16%
Load Case
16%
Steel Structure
16%
Design Procedure
16%
Bending Tests
16%
Buckling
16%
Main Reason
16%
Energy Method
16%
Linear Finite Element
16%
Beam-Column
16%
Axial Loading
16%
Gypsum Board
16%
Resistance Characteristic
16%
Partial Safety Factor
16%
Fixed End
16%
Gravity Load
16%
Beam
16%
Bearing Capacity
16%
Foundations
16%
Accuracy
16%