Hi,
Let's say you have a concrete beam that hangs off the side of a concrete column. For the rebars that extend from the beam and into the column, I need to calculate the development length. Based on the equation for development length (ACI 318-14 Chapter 25: Section 24.4.2.3), there are...
Per ASCE 7-10 Sect 12.3.3.4 for horizontal irregularity type 4 (offset shear wall from floor to floor), there is a 25% increase in the connection of the diaphragm to the vertical element/collector. I'm looking at this SKGosh article, and it says that you increase the force by 25% for the...