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...
RAM Elements - GUI - Stretch all columns by stretching end column
Have the ability to increase the width of all columns by stretching the last column. See screenshot below: /resized-image/__size/1280x960/__key/telligent-ideas/24b28c05-0a6c-4f6b-8b50-e3107bd6bdc4/RAM-Elmements-_2D00_-GUI-_2D00_-Stretch-Columns.jpg
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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