Hi Everyone!
My name is Michael; I am a material handling engineer, based out of SLC, UT. I am looking to better understand what structural engineers and architects consider when spacing building columns/bay spacing in these types of warehouses - speculative big box fulfillment centers, clear heights of 36'-40' . The internet has regurgitated versions of this from someone well known in the material handling industry (Jim Tompkins):
"Poor space utilization: Generally, columns are spaced apart at 40 feet, 50 feet, or some other similar measurement. Architects and structural engineers habitually use these lengths in designing building configurations because steel mills generally produce structural members in these lengths. Often times, however, these dimensions result in a column line landing in a designated path of travel."
In Salt Lake City, I find that it is common to have any where between 50' and 58' column centers when the clear height is in that 36'40' realm. I especially see a lot of 54'x50' bay spacing. Additionally, I've received feedback that 12"x12" columns are preferrable and cost less than the 10"x10" columns. Thought that was interesting.
Would love to hear your thoughts on the following:
1. What are your high-level considerations on bay spacing and building column placement?
2. What is the longest span or length interval you'll consider for a 40' clear building (that is economical)
3. Are there any papers, articles, books, etc. that you would recommend for this topic?
Thank you so much!
My name is Michael; I am a material handling engineer, based out of SLC, UT. I am looking to better understand what structural engineers and architects consider when spacing building columns/bay spacing in these types of warehouses - speculative big box fulfillment centers, clear heights of 36'-40' . The internet has regurgitated versions of this from someone well known in the material handling industry (Jim Tompkins):
"Poor space utilization: Generally, columns are spaced apart at 40 feet, 50 feet, or some other similar measurement. Architects and structural engineers habitually use these lengths in designing building configurations because steel mills generally produce structural members in these lengths. Often times, however, these dimensions result in a column line landing in a designated path of travel."
In Salt Lake City, I find that it is common to have any where between 50' and 58' column centers when the clear height is in that 36'40' realm. I especially see a lot of 54'x50' bay spacing. Additionally, I've received feedback that 12"x12" columns are preferrable and cost less than the 10"x10" columns. Thought that was interesting.
Would love to hear your thoughts on the following:
1. What are your high-level considerations on bay spacing and building column placement?
2. What is the longest span or length interval you'll consider for a 40' clear building (that is economical)
3. Are there any papers, articles, books, etc. that you would recommend for this topic?
Thank you so much!