Thoughtclaw
Structural
- Apr 28, 2016
- 54
Hello all. I've been asked to design a steel plate to support a 12'0" tall water tank with a 10'0" diameter. The framing has already been designed by others, but the tank manufacturer has said we need to put a plate under it. There is a 6x6 angle down the center of the frame (very rough sketch attached).
I've calculated that the water will weigh 748.8 pounds per square foot, and based on AISC Table 3-12, with a 5'0" span, that would seem to indicate we'll need a 7/8" plate. I feel like we shouldn't need anything nearly that thick, but am so far unable to come up with a way to justify anything thinner. Can anyone give me any ideas?
I've calculated that the water will weigh 748.8 pounds per square foot, and based on AISC Table 3-12, with a 5'0" span, that would seem to indicate we'll need a 7/8" plate. I feel like we shouldn't need anything nearly that thick, but am so far unable to come up with a way to justify anything thinner. Can anyone give me any ideas?