Hi everyone,
I'm designing foundations for a transformer, breaker, disconnect switch, control building, and other substation equipment.
The foundations are located above a 20m deep soft clay layer, so I want to know the settlement criteria for those equipment.
I have read ASCE113 but I only...
I'm going to design a 3.5' height pedestal per ACI318-11.
It has to support very small axial load.(5 kip axial, 2 kip shear, and 50 kip-ft moment)
I'm curious about minimum longitudinal reinforcement.
1. I have read ACI318-14, and it doesn't tell us to check the minimum flexure reinforcement...
Hi,
I want to install a new SQ tube beam under an existing beam by bolt connection. (Beam to plate connection is weld connection.)
How should I determine the new plate thickness? Is considering plate tearing out from bolt enough?
I am quite concern about the moment force on the plate. How...
