pioneer09
Structural
- Nov 7, 2012
- 67
I have been trying to wrap my head around how the deflections interact in the following problem I am presented with.
A structure with masonry endwalls, roof diaphragm, and portal frames has been eluding me. As seen in the attachment, I envision the wall bending as a simply supported beam while transferring the load to the roof diaphragm. This in turn, will cause the roof diaphragm to deflect as a beam with maximum deflection seen at the midspan. The roof diaphragm then transfers the load to the sidewalls and into the portal frames which also deflects.
How would one design the masonry wall for deflection? The only information I can find is per strength design procedures in ACI 530 and the deflection is limited based upon midheight deflection for a simply supported condition. I would think you would start by designing the steel portal frame for deflection and work backwords, but how does this deflection interact with the other deflections that are occurring.
A structure with masonry endwalls, roof diaphragm, and portal frames has been eluding me. As seen in the attachment, I envision the wall bending as a simply supported beam while transferring the load to the roof diaphragm. This in turn, will cause the roof diaphragm to deflect as a beam with maximum deflection seen at the midspan. The roof diaphragm then transfers the load to the sidewalls and into the portal frames which also deflects.
How would one design the masonry wall for deflection? The only information I can find is per strength design procedures in ACI 530 and the deflection is limited based upon midheight deflection for a simply supported condition. I would think you would start by designing the steel portal frame for deflection and work backwords, but how does this deflection interact with the other deflections that are occurring.