Issue of negative deviation input in SW6’s takeover reinforcement calculation
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In the reinforcement calculation for SW6 connections, if the connection is made from steel plates rolled into shape, there is no input for the negative deviation of those steel plates. How do people address this issue? This post was last edited by fjfg on 2009-3-11 at 11:26.]
Has the original poster carefully reviewed the SW6 calculation documents before raising this question? The program already takes into account the negative deviation of the steel plate; it is referred to as \"Negative deviation of nozzle thickness C1t\" "
I’m not very skilled and don’t know where (on what software I’m talking about) it’s possible to apply textures, especially when the material used for the connections of the steel plate coils is different from that of the cylinder body. This post was last edited by fjfg on 2009-3-11 at 16:10
SW6 can generate calculation sheets; take a close look at the sheets, as some information is included in them
Upstairs, I just don’t know where in the software to enter the information or what to do to view the calculation sheet If nothing is entered, how can there be an output? (Note: The material of the manhole section/20R is different from that of the container shell/16MnR.)
If nothing is entered in the program, a negative deviation will be determined automatically based on the materials; therefore, this item is included in the calculation sheet