...Hi,
I am in need to design the Foundation for a API Tank. The Uplift force calculated...
.... uplift = 119,000 kg
4. Tank Dia = 4.5 m
5. Tank Height = 5.2m
And I was informed...
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
Download nowINTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
Home >
Forums >
Structural Engineers >
Activities >
Structural engineering other technical topics Forum
|
|
109 records matched your query of tank uplift. Outputting records 1 to 20. Vivek19 (Structural)
...Hi,
I am in need to design the Foundation for a API Tank. The Uplift force calculated... .... uplift = 119,000 kg
4. Tank Dia = 4.5 m
5. Tank Height = 5.2m
And I was informed... fahedjavaid (Structural)
... diameter of tank this internal pressure translates into immense uplift forces approx 15000 MT ....i have... ... and make the tank taller and narrower, uplift problems will be reduced. ... Hemifun (Structural)
... buried tank which will be subject to uplift due to high groundwater, do I add the uplift force... ... of the ground. Add thickness to the foundation or base and secure the tank against uplift with anchor rods... Karlos80 (Structural)
.../search.cfm?pid=507&action=Search&q=tank+uplift&t=&h=&searchSite=1&searchArea=1&d=1&s=1
... ...Hi ,
I am designing an underground tank (7x5m by 4m deep), my question is when the tank is empty... waytsh (Structural)
... it.
I am reviewing some old calcs for a precast tank design to see if it is up to todays standards... .... The tank is 6'-10" x 15'-8" and is comprised of stackable 2'-4" high segments. In the course of my review... AdamU (Structural)
...I am looking at a reference for calculating maximum uplift loads for anchorage (at the outter... ... diameter) for steel tanks. The max uplift for both Wind and Seismic loads are calculated as (4*M/D)-W... oneintheeye (Structural)
... be the same. You would need to check for uplift of the tank and check for overturning stability including... ... the uplift effect. Also most tank bottoms are not designed to resist uplift forces.... dik (Structural)
... weight of the tank has been included. Granular under the concrete base so uplift of the base has been... ... or not, but once the water gets up to the top of the tank, the uplift doesn't increase whether it's at ground level... Seanan (Structural)
..., so you can get uplift potential on the floor area, similar to an overhang condition.... .... Not uplift... EngineerofSteel (Structural)
...I have a 52' vertical tank. I am designing the footing. I am using [(4*M)/(N*D) - W/N] from AWWA... ... my results.
If the pad upon which this tank sits extends 5 feet from the AB placement, can I... BarrySanders (Structural)
... if the sides are not backfilled at the same time. If there is uplift on the tank, the slab will be pushed up... ...I am currnetly designing a tank for a detention basin. The walls have been sized according to PCA... miecz (Structural)
...I'm designing an in ground concrete tank for a fish hatchery. The water table is high and the tank... ... is reinforced to resist uplift (designed as an upside down beam), use the floor mounted valves. I guess... rittz (Structural)
...It is not just groundwater which can cause uplift issues with underground tanks. If the tank... ...I saw a drawing for an underground concrete water storage tank which was approx 20' x 30' x 8' high... nkclarke (Structural)
... blocks) instead that have sufficient mass to limit uplift of the entire structure to perhaps 50mm off... ... direction I wanted to allow the structure to uplift as much as it needed to under the substantial upwards... shaneelliss (Structural)
...I work at a plant where we have a round wood stave tank, 55' diameter, that has settled about 12... ..." on one side, putting a bit of a tilt to the tank. I am wondering how I figure out at what point... Ibeam (Structural)
... weight , then try reducing the level of the tank to reduce the uplift. I think that normal factor... ... storage tank (steel plate construction).
My question is: If the tank is altered, such as installing... cmhski (Civil/Environmental)
... questions...
I need to design a foundation for a water tank with the following info:
Volume = 8000 gal... ...
Height = 20 ft
Diameter = 9 ft
Flat bottomed tank w/ 6 anchors
Soil bearing capacity = 2000 psf... renko (Structural)
..., but the tank is 20m x 15m (about 66' x 49') on plan so this leaves the base resisting uplift in bending... ... into the soil, and if you drawdown the tank quickly, can actually contribute to uplift forces.
I think... ajk1 (Structural)
...How do I calculate the uplift force on plastic drain pipe shown in the attached sketch? I want... ... uplift.
Will the pellets resist collapse of those vertical trench walls?... MiguelD (Structural)
...I am designing a ringwall foundation for an above ground tank. I am not sure how to find the max... ... bearing pressure on the soil due to the weight and moment of the tank. There is an equation in the api... SEARCH AGAIN |
ResourcesWhat is rapid injection molding? For engineers working with tight product design timelines, rapid injection molding can be a critical tool for prototyping and testing functional models. Download Now
The world has changed considerably since the 1980s, when CAD first started displacing drafting tables. Download Now
Prototyping has always been a critical part of product development. Download Now
As the cloud is increasingly adopted for product development, questions remain as to just how cloud software tools compare to on-premise solutions. Download Now
|