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Hi, I'm planning to purchase CICIND Model Case FRP/GRP for Stacks and Chimneys. Does anyone have already used it and can share his/her feedback and the content. Thanks in advance and take care of yourself. _ _ _ _ _ _ Modeo Mech. Eng.

Thanks fengenbush and Goeff13 for your answers. Indeed, I checked AISI Steel Plate Engineering Data Volume 2 Part 5 but adapting this model by some assumptions is another study to do. Fegenbush, can you suggest me some Recognized and Generally Accepted Good Engineering Practice's docs to...

Thanks dhengr for your answer. Indeed your suggestion will facilitate the design and the fabrication. Thanks again.

Hi, I'm working a sulfuric acid tank designed on API 650. From calculation, the tanks requires anchorage and the client requests to provide grillage beam supporting as leak detection technique. The client provides to us drawings of anchor details he got on a similar tanks. (see below) Any...

Hi, I'm working a sulfuric acid tank designed on API 650. From calculation, the tanks requires anchorage and the client requests to provide grillage beam supporting as leak detection technique. The client provides to us drawings of anchor details he got on a similar tanks. (see attached) Any...

Thanks JStephen and IFRS for your answers. I re-checked the Annex V of the API 650 and I saw a note in bracket written before the formula. I pasted it below : Note that design in accordance with API 620 is permitted for dished dome roofs meeting the requirements of API 620, 5.10.5.1.). I...

HI everyone, I'm designing a storage tank under vaccuum considerations according to the API 650 and I'm on the the roof calculation step. My roof must be stiffened. According to the 5.10.6's NOTE which says : "Self-supporting roofs whose roof plates are stiffened by sections welded to the...