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...

Design Guide 1 allows for the use of oversized holes with washers that are welded (or not welded) for installation purposes. It would be nice to be able to have an option that would you could select that would include geometric checks.

Two Things: 1) Allow you to set a different cover for the inside face and outside face of wall 2) On the detailing, it appears that the reinforcement is adjusted inwards for reveals on the inside face of the wall. I'm aware it doesn't make a diffe...

Currently, the only code available is NDS 2005. Since we have to submit our calculations for review, having the appropriate code check/design standard is important. Currently in Virginia, we are required to use NDS 2015. Some states require NDS 20...