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...
In this version, each joints are designed after they are selected as per each type but too many case should be designed manually. Interface of RAM is great but it takes much time to input all the data of joints.
Suggested as below;
1. Joint grou...
RAM CONNECTION_For all of the end plate connection,we can choose 4 columns of bolts,but the software doesn't check.the design result is same as 2 columns of bolts
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