I have been requested to check the anchor bolt detail in which there are different types of anchor bolts in 1 bolt group embedded into concrete.
Could you please enlighten me how to check this, based on ACI 318.
Thank you.
I have a continuous RC beam which is part of the Intermediate Moment Resisting Frame.
Lapping splice is being used.
Normally, the top bars are lapped at the mid-span, and bottom bars are lapped at the support. I understand that this is due to the spalling/cracking of concrete during seismic...
For lateral design, the structure is composed of a dual system with moment frames with special reinforced concrete shear walls. The moment frames must be capable of resisting at least 25% of prescribed seismic forces. In ETABS I should model my structure without the shearwalls and apply only 25%...
I am working on a high-rise building project with 200m tall; floor plan has half-circle shape with diameter = 40m.
In some codes, only high-rise building with rectangular plan is mentioned.
Could anyone tell me the way to calculate along-wind force and across-wind force for that building.
Thanks.
