Hi all, have anyone know the maximum ca1 where we need to consider shear breakout. this problem have been discussed by several guys in this forum but from what i see there still no exact answear regarding this topic.
for example the shear applied on 30cm wall with edge distance 60cm, with all...
hi all, I'm wondering if ACI design code shear strength is based on elastic or plastic?
I try to make an Abaqus model of a shear pry-out/breakout and compared it to result obtain in ACI design code.
the result shown in the attachment where the elastic can be seen stop around 11-12ton which is...
