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3 risultati per "verification examples/1000"

Circular hollow sections

The chapter is focused on verification of connections of circular hollow sections. Outside the range of validity of FMM, an experiment should be prepared for validation or verification performed for verification according to a validated Fig. 7.1.4 Dimensions of T/Y joint Tab. 7.1.3 Examples overview Example Chord Brace Angles Material Section Section \(\theta\) f y f u E [°]

Rectangular hollow sections

The chapter is focused on verification of joints of rectangular hollow sections. Outside the range of validity of FMM, an experiment should be prepared for validation or verification performed for verification according to a validated Tab. 7.2.2 Examples overview Example Chord Brace Angles Material Section Section θ 1 f y f u E [°] [MPa] [MPa] [MPa] 1 SHS200/6.3 SHS70/8.0 90

Plate to circular hollow section

The chapter is focused on verification of connection of plate to circular hollow section. Outside the range of validity of FMM, an experiment should be prepared for validation or verification performed for verification according to a validated Uniplanar plate T-joint An overview of the considered examples in the study is given in the Tab. 7.3.4.
Non esattamente corrispondente, ma potrebbe essere utile

Braces with Single-sided Gusset Plates Connections

Limit column imperfection Limit gusset plate imperfection Maximum \(e_{c,max} = \alpha L_c / 150\) \(e_{g,max} = L_g/50 \) Minimum \(e_{c,min}=L_c/1000

Resistenza a momento di giunti in acciaio saldati colonna - trave a sezione aperta ad asse forte

Il modello di materiale implementato da IDEA StatiCa (con pendenza di indurimento da deformazione E/1000 ) comporta un aumento medio del 3% della resistenza