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Design of cold-formed beam-columns restrained by sheeting
Kari Kolari
, Asko Talja
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Engineering & Materials Science
Flanges
100%
Gypsum
60%
Safety factor
55%
Bending tests
52%
Steel structures
51%
Bearing capacity
47%
Gravitation
43%
Buckling
42%
Boundary conditions
37%
Finite element method
30%