Hi,
our contractor has constructed tank's ring wall of slightly shorter than required, around 400mm, is there anyway to fabricate the tank without compromising the capacity.
Ps: adding an another course is little difficult at this stage.
What is the code we use to design double jacketed/skin VERTICAL TANK, specifically for cryogenic storage? As my temp is -103 C and -43C.
I thought API-620, can opt but it does not specify anything about the jacketed tank.
what are the most suitable mean of anchoring vertical columns, on the foundation to avoid any misalignment of bolts? as we are not sure about the anchor data and BOLT CENTER DIA. The equipment is sort of column, pic attached for ref. The one in my mind is providing pocket, is there any other...
HI!!
Please suggest a code or ref for slope stability (slope of embankment) design for highway embankment and also for retaining embankment between two levels
HI!!
I have dynamically designed a block foundation for compressor, there are four compressors in close proximity. Please suggest any code or authentic ref to check and analyze the vibrations transmittance through soil between the compressors and at what distance should i place these machines...
HI!!
I have dynamically designed a block foundation for compressor, there are four compressors in close proximity. Please suggest any code or authentic ref to check and analyze the vibrations transmittance through soil between the compressors and at what distance should i place these machines...
Hi
I have to deisgn a steel structure plant having multiple floors and large area, to support multiple vertical and horizontal static equipments. I have designed all hinge connection in model and sections are in deformations nd in ratios. Please suggest me what type of connections should I opt...
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I have to design BLAST PROOF BRICK MASONRY WALL, required height is 4 ft.
Please suggest or share design code and how to investigate the strength of brick wall and its joint
Hello,
I have to provide anchor bolt in block foundation for dynamic equipment, i cannot provide clear concrete cover around the bolt more than 19mm, as there's an another block adjacent foundation. Please suggest is that possible?? As pryout strength may be control by adjacent existing...
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I have to design a storage vertical tank of Dia 42m and height 16m having wind velocity of 50 m/sec. For vacuum pressure of -0.6 Kpa (6mm of Hg) appendix V of API650 required two stiffeners with a very large impractical cross-sectional area,Is there any other way to reduce the area avoid it??
Hello!
Im using AMETank to design steel storage tank and i have to use ss400 plates. I know its equivalent to A36 but ss400 is not among the default material list of AmEtank. Is there any way to add ss400 in ametank data base.
Do i need to go for any kind of check for switching A36 to ss400
hello,
Is there any criteria; based on dia to height ratio, to check anchorage requirement in vertical liquid storage steel tank ???(other than formulas mentioned in API650)
hello
For dynamic analysis of machine foundation, i want to use a software to Interpret my manual results, please recommended a software.
I have to find the natural all 6-frequencies of foundation