Masonry Moment Frames
Masonry Moment Frames
(OP)
Any good references on this?
I mean it's all grouted solid so it should be pretty similar to the ACI 318 provisions as far as effective moment of inertia, column stability, etc. right?
I mean it's all grouted solid so it should be pretty similar to the ACI 318 provisions as far as effective moment of inertia, column stability, etc. right?






RE: Masonry Moment Frames
RE: Masonry Moment Frames
EIT
www.HowToEngineer.com
RE: Masonry Moment Frames
Masonry moment-resisting wall frame has proportions in terms of ratio of bay length to story height similar to reinforced concrete moment frames rather than of coupled concrete structural walls.
Beam flexure, beam shear, column flexure and shear, beam-column joint design, ductility, detailing etc. is covered in Chapter 7 - Masonry Structures.
RE: Masonry Moment Frames
I do appreciate the reference and will probably get it either way.
EIT
www.HowToEngineer.com
RE: Masonry Moment Frames
RE: Masonry Moment Frames
You might look up some of his literature
RE: Masonry Moment Frames