caleb
Mechanical
- Feb 5, 2003
- 7
Hi,
My problem: My client wants to store a substantial amount of weight on the roof of an office building within the paper mill. The office building is constructed with Masonry blocks. I have designed a steel structure to be set on top of the roof so as to distribute the load to the buildings North and South walls. I have calculated the weight each wall will be required to carry, as well as the resulting compressive stress exhibited on each wall. What I would like to know is; what are the allowable loads on Masonry walls? Where can I find published standards and/or design criteria for Masonry walls? As an added note to someone that is going to have intuition on this matter, each wall measures; 27.5' long x 20' high x 7 5/8" deep and will be required to carry 510 lbs/ft2. Any information would be much appreciated. Thank you.
Respectfully
Caleb J. Bell
My problem: My client wants to store a substantial amount of weight on the roof of an office building within the paper mill. The office building is constructed with Masonry blocks. I have designed a steel structure to be set on top of the roof so as to distribute the load to the buildings North and South walls. I have calculated the weight each wall will be required to carry, as well as the resulting compressive stress exhibited on each wall. What I would like to know is; what are the allowable loads on Masonry walls? Where can I find published standards and/or design criteria for Masonry walls? As an added note to someone that is going to have intuition on this matter, each wall measures; 27.5' long x 20' high x 7 5/8" deep and will be required to carry 510 lbs/ft2. Any information would be much appreciated. Thank you.
Respectfully
Caleb J. Bell