Arbu
Structural
- Mar 25, 2018
- 69
Dear All,
I am designing Aluminium CW, and I am planning to take continuity for moment at the floor connection. CW is for for middle east region, there is a expansion gap at every floor . In same expansion joint I am planning to insert steel sleeve with some considerable length so it will transfer moment. The hand sketch for arrangement has shown below. Please advice me about precaution need to take for effective transfer of moment. The 10 mm gap has given for axial deformation. There will be packing between mullion and sleeve which will wont allow easily rotation. And please let me know any analysis method to prove this one.
I am designing Aluminium CW, and I am planning to take continuity for moment at the floor connection. CW is for for middle east region, there is a expansion gap at every floor . In same expansion joint I am planning to insert steel sleeve with some considerable length so it will transfer moment. The hand sketch for arrangement has shown below. Please advice me about precaution need to take for effective transfer of moment. The 10 mm gap has given for axial deformation. There will be packing between mullion and sleeve which will wont allow easily rotation. And please let me know any analysis method to prove this one.
