Anchor rod development length in SDC D
Anchor rod development length in SDC D
(OP)
Hi,
Steel columns of the braced frame building is resting on piers. Piers are designed as ordinary footings without any seismic provision applied (No ACI chapter 21). While calculating the anchor rod length in SDC D for the reinforcement development, chapter 21 need not used for tension development length calculation right? as the piers are not designed per chapter 21.
According to me chapter 21 is used for special concrete structures and does not apply to the case mentioned above.
Thanks
Steel columns of the braced frame building is resting on piers. Piers are designed as ordinary footings without any seismic provision applied (No ACI chapter 21). While calculating the anchor rod length in SDC D for the reinforcement development, chapter 21 need not used for tension development length calculation right? as the piers are not designed per chapter 21.
According to me chapter 21 is used for special concrete structures and does not apply to the case mentioned above.
Thanks






RE: Anchor rod development length in SDC D
RE: Anchor rod development length in SDC D