Engtips.

Happy Friday. Looking at replacing the entire bottom of a 60' diameter tank. Given the foundation configuration and some other challenges, the recommended solution is to install a second bottom over the existing bottom as specified in API 653 9.10.2. Looking for a couple bench marks from members. - Confirmation there isn't an API-653 standard ... Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... Pre-calculatoin of torispherical heads acc. to ASME BPVC VIII Div.2 2023 (4.3.6.1) leads to a thinner wall than a simple cylindrical shell (4.3.3.1). Also, theWind load on the superstructure may be calculated as. 150 psf x A x L. Where 150 psf is the wind pressure (Check also your state or local requirements for different criteria), A is the area of the superstructure in elevation (Curb height, slab height, haunch height, girder and any superelevation), and L is the tributary length …

China and Europe remain the most important electric vehicle markets. Electric vehicles (EVs for short) are no longer just cool toys reserved for wealthy futurists. They are becomin... Chemical plant design & operations. (33961 members) forum124 - Professional forum and technical support for engineers for Chemical plant design & operations. Includes problem solving collaboration tools.

Men's Health offers eighteen tricks that make a body feel better, like how to clear a stuffed nose or make an injection hurt less. Men's Health offers eighteen tricks that make a b...

Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search …Product Guide Directory. Learn About Each of Eng-Tips' Industrial & Technology Marketing Solutions. Grow Brand Awareness. Build Purchase Intent. Generate Leads. Access The …Headed stud vs. deformed bar as an anchor. On the left is a headed stud that we can say is governed by concrete tension breakout. On the right is a deformed rebar with an embedded length equal to ld per 25.4.2.3 of ACI 318-14. Let's say I wanted to design an anchor for a wall.Eng-Tips Groups Engineering Language/Grammar Skills Engineers with Hobbies Local Exhaust Ventilation NICET Certification, training and education Pats' Pub Translation Assistance for Engineers. People Aeronautics & Space Engineers Activities Aeronautic & Space engineering general discussion Aircraft engineering Rotorcraft engineering …

One of the restrictions is to limit the the bead width to 4x core wire diameter. SJones (Petroleum) 3 Jul 08 13:40. Indeed it is: in item (f), 4, a). My apologies for missing this very specific case since it is adopted as the norm for all our vessel and piping SMAW welding. Steve Jones. Materials & Corrosion Engineer.

Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search …

RE: Retaining wall backfill. pond68 (Structural) (OP) 12 May 10 15:37. Typically that's what I always recommend. RE: Retaining wall backfill. cvg (Civil/Environmental) 12 May 10 15:52. to get 75% with normal concrete will require somewhere between 7 - 14 days. Most contractors will not want to wait that long.Eng-Tips. 291 likes · 1 talking about this. ENG-TIPS FORUMS: GIVING NEW MEANING TO "VALUE ENGINEERING"My 1937 copy of Trautwines Civil Engineers Reference Book gives: "Normal reinforcing steel ultimate strength of between 50,000 - 70,000 lbs per sq in with elastic limit (yield) at 25,000 - 35,000 lbs per sq in. Cold working the bars will raise the elastic limit to 40,000 - 50,000 lbs per sq in. Deformed bars have a higher elastic limit claimed ... Eng-Tips Forums is an English-language knowledge market website that allows users to post engineering-related questions to be answered and answer questions asked by other users. The targeted audience of Eng-Tips is engineering professionals. Strut-Tie Model - Exterior Joint. Under the section of Geometry of the STM and Forces, he states the column moment is half the nominal beam moment. No end conditions are given for either the beam or the column, so I am lead to believe that simple moment equilibrium about the intersecting centre would result in the column moment …

March 12, 2024. Are you helping your patients with type 1 diabetes make the most of continuous glucose monitoring (CGM) devices? At the Advanced Technologies & …LB.HESSEN-THÜRINGEN GZZINSDIFF.ANL.07C/19-07 V19(34) (DE000HLB33W0) - All master data, key figures and real-time diagram. The Landesbank Hessen-Thüringen Girozentrale-Bond has a ma...Antenna & propagation engineering. Circuit design. Communication & signal processing engineering. Electric motors & generators engineering. Electric power & transmission & distribution. Electrical Engineering general discussion. Microwave & electromagnetic engineering. Power supply & electronic component design.Pre-calculatoin of torispherical heads acc. to ASME BPVC VIII Div.2 2023 (4.3.6.1) leads to a thinner wall than a simple cylindrical shell (4.3.3.1). Also, theFluid Power engineering. (8474 members) forum1083 - This group is to allow those who use hydraulics and/or pneumatics to exchange ideas and information that will assist in their proper use and that the discussions will illustrate the need for and promote interest in gaining appropriate certification. Forum. Search.

Defying stereotypes. At four feet 11 inches, and 73 kilograms, Dolly Singh stands out from the crowd of star yogis on Instagram who have come to be known for their slim waists, mus...The kitchen in question is for a residential hall at a college. 2. bookowski (Structural) 17 Feb 13 21:18. Commentary for ASCE7 provides additional occupanies/situations. It lists "Kitchen, other than domestic = 150psf" with a note to use the actual equip. weight if greater. WWTEng (Structural)

Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum. Dynamic Cone Penetrometer (DCP) is a very poor tool for evaluating modulus of subgrade reaction (k) or modulus of rupture (M R).In my opinion, you would be better off guessing - at least then you would be applying your judgement to the problem.Mar 22, 2023 · From reading XR250s posts I think this is how he approaches it as well. 3. YoungGunner (Structural) 23 Mar 23 15:22. Having worked in residential for 7 years now, I have a few thoughts on the matter: First off, the IRC already shows questionable engineering compared to our "big boy" design standards/codes. Update: My final solution was to drill and epoxy #3 bars at 24" OC (every 3 CMU courses) with 18" of embedment into the existing walls. However, there was an ice storm in late December that revealed more structural problems with the building only to be exacerbated by the winter storm from February.smokiibear (Civil/Environmental) (OP) 10 Jan 20 17:08. I'm refering to the specific wording in 7-16, chp 28. Also, I have two structures that will combine to make 1. When the roof is off, I have walls with no roof, and I have a roof with no walls. The roof will slide to another structure without walls, just columns.Normally gauges and transmitters come in 1/2 " size. I've not seen many 1/2" flanges used. My standard is to have a flanged isolation valve ,1" often with a 2" tee off the main line and a reducer for mechanical integrity, with a tapped blank flange.Dynamic Cone Penetrometer (DCP) is a very poor tool for evaluating modulus of subgrade reaction (k) or modulus of rupture (M R).In my opinion, you would be better off guessing - at least then you would be applying your judgement to the problem.

Heat Transfer & Thermodynamics engineering. (36035 members) forum391 - Professional forum and technical support for engineers for Heat Transfer & Thermodynamics engineering. Includes problem solving collaboration tools. Forum.

Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ...

Note that if you select either pinned or fixed, you are departing from reality already, as the connection is unlikely to fit either exactly. So it could be modeled as intermediate in various ways as well. If you neglect deflections in the roof unrelated to this load, you are departing from reality.Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum.Its total height is 140 mm, where height of steel deck is 60 mm and height of concrete above slabs is 80 mm, so I've put that both membrane and bending thicknesses are 140mm = 0,14m. As a material I've chosen concrete C30/37 defined in Materials (I'll attach my model in SAP2000 at the end of the post). This concrete's Weight per Unit Volume is ...Eng-Tips has a very active NX forum. Its large user base with varied experience can answer most any question related to NX. Anyone can lurk in the forum, but a free registration …Strut-Tie Model - Exterior Joint. Under the section of Geometry of the STM and Forces, he states the column moment is half the nominal beam moment. No end conditions are given for either the beam or the column, so I am lead to believe that simple moment equilibrium about the intersecting centre would result in the column moment … Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... Just one little thing to type or bookmark, and you'll have a fresh document in front of you. “I’m always doing some terrible workaround to try to get to Docs quickly,” our Senior T... Structural engineering general discussion. (83014 members) forum507 - Professional forum and technical support for engineers for Structural engineering general discussion. Includes problem solving collaboration tools. Pre-calculatoin of torispherical heads acc. to ASME BPVC VIII Div.2 2023 (4.3.6.1) leads to a thinner wall than a simple cylindrical shell (4.3.3.1). Also, theIgnition, Combustion and Detonation engineering. Laser engineering. Mechanical Seal engineering. Mechanical Acoustics/Vibration engineering. Optical systems engineering. Pipelines, Piping and Fluid Mechanics engineering. Pump engineering. Storage tank engineering. Valve engineering.Water treatment & distribution. (21029 members) forum164 - Professional forum and technical support for engineers for Water treatment & distribution. Includes problem solving collaboration tools. Forum.I think Eng-Tips management will usually send a "warning" email to notify a user of some unintended breach of the rules there. If there are repeated rules violations …

Heat Transfer & Thermodynamics engineering. (36035 members) forum391 - Professional forum and technical support for engineers for Heat Transfer & Thermodynamics engineering. Includes problem solving collaboration tools. Forum.Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for Programmable logic controllers (PLC). Includes problem solving collaboration tools.I'd like to model a viscoelastic material in Prony series terms in Abaqus 6.9-2. I have DMA measurements (shear loss and shear storage moduli vs frequency) for various viscoelastic materials in terms of frequency Prony series, so g_i 's and tau_i 's. In Abaqus, I create a material in terms of 'general' (density), 'mechanical\elasticity\elastic' (Young's …Instagram:https://instagram. nero funeral home bottineauunscramble statuetblessed sunday picturesu haul moving and storage at michigan rd Pats' Pub *. Translation Assistance for Engineers. * Invite-Only Groups that are publicly listed allow you to browse the Group, but you must apply for Group membership before participating in it. Eng-Tips engineering forums is an intelligent work forum community for engineering professionals of all disciplines. Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for ASME (mechanical) Code Issues. Includes problem solving collaboration tools. tripadvisor jackson wy restaurantsbible wiki Eng-Tips. @engtips. The Eng-Tips resource library offers the latest engineering white papers, webcasts, and product information. eng-tips.nethawk.net Joined March 2009. 124 Following. 295 Followers. Tweets & replies. Media. i will be next to the main character spoilers Construction Process2. Construction Process. 2. As a new junior engineer without much construction experience, I wanted to ask whether there is a trustworthy resource which goes into a detailed narrative of the construction process, encompassing from the beginning paperwork, typical teams making up a project, …4 steps is then only 1750mm clearance and step 5 about 1500mm - too low. Basically you made the hole too small to get the angle of stairs that are suitable for a domestic property ( max angle seems to be about 38 degrees). To get the clearance of 2m under the lip you need about 52-55 degrees.