Dears,
I have one question, as per ACI318M-11 paragraph 13.3.7, why the drop panel thickness below the slab shall be considered not more than the length between the drop panel outer face to the column face/4 when calculating the slab reinforcement, refer to the attached screenshot.
Regards.
I have one question, as per ACI318M-11 paragraph 13.3.7, why the drop panel thickness below the slab shall be considered not more than the length between the drop panel outer face to the column face/4 when calculating the slab reinforcement, refer to the attached screenshot.
Regards.