I've got a 'beam' section that is 22" wide by 118" deep and 114" long. Factored moment on the beam is 188.61 kip-ft so I'm getting from analysis .32 in2 of steel required. The minimum steel from ACI 318 comes to 8.45in2. Is this where section 9.6.1.3 comes into play? Saying that if As is 1/3...
I have a project where overturning is a concern and am confused on how to get the "actual" tension in the anchor bolts that are being proposed. I understand the work flow through ACI on how to solve for the required strengths on concrete breakout and side face blowout etc. A lot of resources are...
I have a basic foundation overturning question. A machine is anchored to a foundation with a 42kip-ft counterclockwise moment on the plate at the left side. The machine weight and concrete weight produce a 21.85 kip force down at the center. Will this foundation overturn? Do I take the moment at...
