Masonry Pier Design

[onmj1]

Is there a good reference that would have a design example for an angled 135 degree masonry pier?

 

[csd72]

onmj,

you need to explain this a little more 135 degree masonry pier doesnt mean anything to me.

 

[onmj1]

They make cmu block with that is "bent" at a 135 degree angle. It has two cells like a standard rectangular block. I was looking for a design example with an angled wall or pier that would assist in calculating the properties and strength of one of these cmu walls.

 

[UcfSE]

Mechanics of materials will do it for you, and probably strain compatibility. I wouldn't try to get it too close though. You know, measure with a micrometer, mark with a crayon and cut with an axe.

 

[whyun]

I don't believe structural engineers usually account for the "accurate" properties of these special blocks as masonry design is not an exact science. Besides, in the end, calculated stresses on the walls/piers are far less than the allowable.

 

[csd72]

Treat it as an equivalent rectangular block.

 

[JLNJ]

Determine the pier's actual section properties and see how your load application compares to the actual center of gravity of the pier.