Shear reinforcement check for concrete breakout in shear lug case
Referring to Fig. R17.7.2.1a & Fig. R17.11.3.1 from ACI318-19 (refer attached sketch), these are the two similar concrete breakout failures one in case of Anchor bolts (case 1) and other for shear lug (case 2). In both cases, concrete breakout...
It would be helpful to have a column/post to beam connection, basically the inverse of the column cap connection. Also be able to use round sections in this and the column cap connection type
almost 2 years ago
in RAM Connection
3
Future consideration
1
Future consideration