Eng-Tips is the largest engineering community on the Internet
Intelligent Work Forums for Engineering Professionals
Search results for query: *
- Users: struceng.id
- Order by date
-
Look for Comprehensive online course for Excel VBA and Autocad programming
Saluague09, Coursera has a fantastic VBA course where you learn to code in VBA for use in Excel. The "Macro Recording" mentioned by IRStuff is ok for really simple tasks but if you truly want to be able to optimize your engineering calculations and build powerful spreadsheets, then I suggest...- struceng.id
- Post #4
- Forum: -Engineering programs/apps (general)
-
Post Installed Rebar as Anchorage
@ScratchyFilm, You may design the rebar anchor in accordance with ACI318-19 Chapter 25- Reinforcing Details (or whatever chapter it is in your ACI318 version). You basically just have to provide the required rebar development length on both side of the failure plane. ACI318-19 Section 17.5.2.1...- struceng.id
- Post #5
- Forum: Structural engineering general discussion
-
ACI318-19 Chp17 - Concrete Breakout in Shear - Edge Distance, Ca1
@strucbells - Thank you for you response! The section I'm referencing in ACI318-19 (R17.7.2) would be section R17.5.2 in ACI318-14. I agree that many other factor would/do apply, but only considering the concrete failure mechanisms, it seems to me that with a far enough edge distance that...- struceng.id
- Post #3
- Forum: ACI (concrete) Code Issues
-
ACI318-19 Chp17 - Concrete Breakout in Shear - Edge Distance, Ca1
Question for the group: Lets say for instance you are anchoring into a 2'-6" thick wall with vertical shear and horizontal tension. You're perpendicular edge distance, Ca2, is 10'-0" on each side of the anchor and the edge distance parallel with the shear load, Ca1, is 9'-0". In your opinion...- struceng.id
- Thread
- Replies: 3
- Forum: ACI (concrete) Code Issues
