Should the fixed-point torque be submitted to the civil engineering department?
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For a modified pipe, the calculated fixed-point torque MY is 160,000 N·m. Is it necessary to inform the civil engineering team about this? Additionally, this fixed point is located at the center of one of the columns in the reinforced concrete frame.
The forces at the fixed points and sliding points must be provided by the civil engineering team.
Mm-hmm, the horizontal thrust at the fixed point has increased, but the torque hasn’t increased
For a torque of 116t, it is necessary to verify the size of the existing foundation in civil engineering; otherwise, there is a risk of destroying the existing foundation. Alternatively, horizontal restrictions can be added near the fixing points to reduce the MY torque
Thank you for your answer; it should be a torque of 16T, right?:)
Is the fixed bracket welded in place? If not, three-directional constraints are better; torque does not need to be considered. If it is welded, an ANCHOR must be used directly to apply lift and torque to the civil structure.
Both the horizontal thrust and vertical loads at the fixed points and sliding points must be provided to the civil engineering team; the forces acting on each support need to be calculated based on the spacing between the supports.
Welding is just one method; a cluster of bolts can also be used to achieve a fixed connection
What was said on the 6th floor is correct; of course, it’s not necessarily the case that it has to be welded in place
It should be mentioned that any factor that has an impact on the design of the base support must definitely be noted