Headed stud shear capacity in masonry bond beams
Headed stud shear capacity in masonry bond beams
(OP)
If you use a steel plate with multiple headed studs embedded in the top of a bond beam how do you determine the shear capacity perpendicular to the wall. ACI 530 gives a formula that appears to be intended for a single anchor. Surely if more studs are added then the capacity would go up.






RE: Headed stud shear capacity in masonry bond beams
RE: Headed stud shear capacity in masonry bond beams
RE: Headed stud shear capacity in masonry bond beams
RE: Headed stud shear capacity in masonry bond beams