DJYork
Structural
- Sep 22, 2004
- 57
I am designing a lintel that supports CMU wall. The effective 45-degree triangle is being utilized for design. There are a few point loads that are need to be incorporated into the design. I have all these loads figured, but my question is: Are the point loads that are in the effective area dispersed as a uniform load or a triangular load?
This is a little difficult to explain, what I am looking to perform, but if you have the Masonry's Designer's Guide 4th Edition, view pages 11-25,26 and figure 11.4-9. The shaded area from the point load, how is that dispersed on the lintel. Thanks for the help, and sorry for the confusion this may cause.
This is a little difficult to explain, what I am looking to perform, but if you have the Masonry's Designer's Guide 4th Edition, view pages 11-25,26 and figure 11.4-9. The shaded area from the point load, how is that dispersed on the lintel. Thanks for the help, and sorry for the confusion this may cause.