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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.Eng-Tips. 291 likes · 1 talking about this. ENG-TIPS FORUMS: GIVING NEW MEANING TO "VALUE 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'm looking for a code requirement for how much pipe engagement is necessary on a slip-on flange. I know the industry practice is to leave 1/8" -1/4" from the face of the flange to the internal fillet weld, but I need something authoritative in a code or standard to point to.JStephen (Mechanical) 13 Feb 17 15:46. If you don't find anything specific to this situation-. Treat the flange as a triangular wedge spreading out at 45 degrees each side from the bolt hole and checking bending at the web. For a one-off design, it may be cheaper to weld a stiffener in than to show it isn't needed.

One World Pharma News: This is the News-site for the company One World Pharma on Markets Insider Indices Commodities Currencies StocksEngine & fuel engineering. (30295 members) forum71 - Professional forum and technical support for engineers for Engine & fuel engineering. Includes problem solving collaboration tools. Search.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, …

PE Structural CBT April 2024. I am beginning to study for the the new PE Structural (SE) exam that is a computer based test (CBT) beginning in April 2024. All prep courses I have seen online are for the existing SE exam. I am wondering if anyone else is studying for the new format SE exam and how you are going about studying.

Posting in the Eng-Tips forums is a member-only feature. Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for Engineering project management general discussion. Includes problem solving collaboration tools. I want to summarize as follows: Rule 1) The direction of the coordinate axis should align with the direction from "Grid A to Grid B" of the bush element. Rule 2) The "positive" direction of your coordinate system … Electric motors & generators engineering. (55332 members) forum237 - Professional forum and technical support for engineers for Electric motors & generators engineering. Includes problem solving collaboration tools. The radius is the larger of the two bones between your elbow and wrist. A Colles fracture is a break in the radius close to the wrist. It was named for the surgeon who first descri...

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 …

thread404-515636. Dynamo2000 (Mechanical) (OP) 19 Jan 24 21:00. Very recently in the news was an invention called the Holo Tile Floor created by Disney's National Inventors Hall of Fame member Lanny Smoot. This creation allows the user to "walk" in any direction without moving anywhere! The floor shifts to compensate for the user's leg …

Too much deflection could possibly induce untoward actions on the part of the person falling; if the railing, say, deflected a foot, that might cause the person to try and do something that might cause them additional, or unexpected, harm, as opposed to a railing that only deflected, say, half an inch.1st Orifice: Do = 0.51 mm & L = 50 mm ; Pressure drop at Max flow : 6.89 kg/cm2_g. 2nd orifice: Do = 0.51 mm & L = 50.83 mm ; ; Pressure drop at Max flow : 3.44 kg/cm2_g. Data sheet mentions that both are restriction (choke) type venturi. However, when I calculated critical pressure under the given condition to check the whether the …Global Internet of People News: This is the News-site for the company Global Internet of People on Markets Insider Indices Commodities Currencies StocksMVPs. amendale (Structural) (OP) 8 Jan 13 11:42. From reading the AISC 341 it seems to me that an OCBF would almost always be more economicaly feasible versus a SCBF to design due to SCBF capacity design requirements for beams, connections, and columns, as well as compactness restriction for braces. …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 …

Ignition, Combustion and Detonation engineering. Laser engineering. Mechanical Seal engineering. Mechanical Acoustics/Vibration engineering. Mechanical engineering general discussion. Optical systems engineering. Pipelines, Piping and Fluid Mechanics engineering. Pump engineering. Storage tank engineering. Financial planners explain how to balance stocks and bonds in your 401(k). Your age plays a major factor. By clicking "TRY IT", I agree to receive newsletters and promotions from M...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...Too much deflection could possibly induce untoward actions on the part of the person falling; if the railing, say, deflected a foot, that might cause the person to try and do something that might cause them additional, or unexpected, harm, as opposed to a railing that only deflected, say, half an inch.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 …

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 …

MVPs. amendale (Structural) (OP) 8 Jan 13 11:42. From reading the AISC 341 it seems to me that an OCBF would almost always be more economicaly feasible versus a SCBF to design due to SCBF capacity design requirements for beams, connections, and columns, as well as compactness restriction for braces. … 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 ... 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. Eng-Tips aims to support students’ professional and academic development. Engineering information and connections for the global community of engineers. Find engineering … 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 ... The caustic scrubber is used to absorb the sour gases like H2S and CO2. To design this, you need to consider the system as an absorption column. For that you need to calculate how many equilibrium stages you have. Do not forget you have , at least, one chemical reaction (H2S + 2NaOH --> Na2S + 2H2O) if your stream doesn't have CO2. Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for DASSAULT: ABAQUS FEA Solver. Includes problem solving collaboration tools.

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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 ...Efficiency (measured in stiffness or strength per unit of weight) is not highest with compact sections - it is actually quite the opposite. Class 3 sections, for example, rarely require transverse or longitudinal stiffeners, but the larger web depth acquired with them far offsets any issues relating to elastic section capacity or local buckling.Brick grows with time, and that can lead to cracking at the thinnest sections, and the two sections in your photos are thin. This cracking in veneer is not indication of settlement or other structural problems, so if it bothers you, get a mason to repoint it. Make sure he knows what he is doing, as amateur repairs can stand out worse than the ... Electronics Packaging engineering. Fluid Power engineering. Gas compression engineering. Gas distribution engineering. Gear & Pulley engineering. Heat Transfer & Thermodynamics engineering. HVAC/R engineering. Ignition, Combustion and Detonation engineering. Laser engineering. A common rule for situations like this is extend the depth of calculation to the point where the added pressure is 10% of existing pressure. the total extent of settlement is informed by soil modulus and the consolidation index (Cc) or consolidation ratio (Cec). If the clay is overconsolidated, then it'd be Cr, or Cer.Wind 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 …Design of Footing with very large moment. Good day! I believe this one is just simple, what makes it complex is the large moment to be considered in the design. I have an anchored steel pole with base reactions M=220kN-m, P=28kN, V=14kN,. (M=moment, P=Axial, V=Shear). I have already design the pedestal to …In B31.3, there is reference to hardness testing in accordance with 333.1.7., see below. 331.1.7 Hardness Tests. Hardness tests of production. welds and of hot bent and hot formed piping are. intended to verify satisfactory heat treatment. The hardness. limit applies to the weld and to the heat affected.Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum.

UcfSE (Structural) 29 Nov 06 21:52. A good limit for live load deflection is 3/4-inch. You don't want to squash your interior partitions either, besides just the windows and such in the exterior walls. Some manufacturers have products designed to go allow more than 3/4 inches of deflection but it isn't the norm. Safety Relief Valve engineering (PSV) (8427 members) forum1203 - Professional forum and technical support for engineers for Safety Relief Valve engineering (PSV). 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 …Instagram:https://instagram. mobile.twitter.comwhy does spironolactone smell like mintnorth florida erossuns nuggets game 4 box score The U.S. Department of Health and Human Services (HHS) is aware that Change Healthcare – a unit of UnitedHealth Group (UHG) – was impacted by a … how much is fedex starting paymy first vape May 1, 2017 · Fluid Power engineering. (8465 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. 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. film alley movie menu 22 hours ago · The Eng-Tips staff will check this out and take appropriate action. Close. Reply To This Thread Posting in the Eng-Tips forums is a member-only feature. Existing 2 storey 40+ yr old house all walls as 4" brick exterior with 4" block backup, with bond bricks turned every 7th course. I believe that this is considered as an …