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...
i see, thankyou guys for your reply. it really meant a lot to me. From your reply i get that comparing the ACI code (chap 17) result with the elastic result from FEM is more reasonable.
well i agree with you that FEM model usually used when we got experiment result to compare with, but i...
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...
