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If the software does also custom flanges then that’s fine with me, I was not sure I can do it. |
The Flanges calculator provides four alternative basic design options; ‘Lapped’, ‘Slip-On’, Socket & ‘Weld-Neck’, the principal dimensions for each are provided in the associated diagram. All of the minor dimensions are as provided in the ASME code and described in the ‘Help>Context’ menu. |
I purchased this software thinking it will enable me to do calculations to flanges that I am designing and not to standard flanges. The reason I need it is to verify my calculations according to ASME VIII appendix 2 and see if I have done them correct. If this doesn’t work for me I would like to know if I can uninstall it and get reimbursed on the software. |
First of all, I am afraid that we (at CalQlata) are not permitted to return the purchase price of a calculator once the security key has been issued. This is a rule imposed upon us by our contributors. Despite being able to select standard flange sizes and designs (that provide you with all the appropriate dimensions), you can change any input value you wish for any flange design-type and you will get the results for your modified design. |
I have just downloaded the flange calculator. CalQlata Note: The above query was concerning a Slip-On Flange |
There is no such thing as zero stress in any material at any time. Simply supporting or handling a material will induce stresses and all materials contain residual stresses from their manufacturing process. Therefore, SH, SR and ST can never be zero (theoretically). Therefore, the calculations in ASME VIII are simple but accurate for the loads considered (internal pressure and bolting tension) and does not complicate matters by combining the dominant primary stresses; tangential (ST), hub (SH) and radial (SR) because they are not coincident. It also assumes that the clearances and tolerances applied to the manufacture of loose flanges are such that no locking or interference occurs at design temperature between the pipe and flange. Each of these stresses is treated as a Principle stress and therefore considered to be a design condition in the flange at each relevant location. Slip-On flanges have no hub so SH is set to zero. This is not strictly true as the fillet weld at the back of the flange is effectively a hub in which stresses would be induced during bolting. But the moments in the fillet weld are so much smaller than would occur in a normal hub that its stresses are not considered to be a design factor. ASME VIII therefore takes the commercial view that if the ring of a Slip-On flange is capable of supporting the tangential stresses from bolting (almost always the highest stresses), hub and radial stresses can be ignored. |