Engtips.

Change the way you develop apps and, in turn, change the way your business operates and engages with customers, leading to new channels of revenue. This ebook is the culmination of 14 years of experience with 4,000 customers that have all transformed their business through low-code development. Download Now. 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. Eng-Tips aims to support students’ professional and academic development. Engineering information and connections for the global community of engineers. Find engineering …Deflections under seismic loading - Part 2. It's my understanding that 4.1.8.11.3) d) v) allows us to use a larger period specifically to check seismic deflections. This means I'll have a different base shear than my regular elastic analysis, so I always run a distinct case anyways.

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 ... 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.Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum.

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.Thank you for helping keep Eng-Tips Forums free from inappropriate posts. 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. Click Here to join Eng-Tips and talk with other members! Already a Member? Login.

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 underlying soils are saturated clayey sand soils (SC). The fill material is a slightly silty sand (-200=12 to 15%) with a modified proctor of 119 pcf and 11% moisture. We have two feet of fill in above the wet clayey soils (SC). The fill material was tested to be at 96 to 98% compaction of the modified proctor …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 …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.

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, the

Rules of Thumb - Structural Engineering Other Technical Topics FAQ - Eng-Tips - Free download as PDF File (.pdf), Text File (.txt) or read online for free. For a "rule of thumb" …

Join Eng-Tips Forums! Talk With Other Members; Be Notified Of Responses To Your Posts; Keyword Search; One-Click Access To Your Favorite Forums; Automated Signatures On Your Posts; Best Of All, It's Free! Join Us! *Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting …RE: Required Bolt Area of standard flange. TGS4(Mechanical)1 Apr 06 17:26. You should also refer to ASME PCC-1. As far as the "required" bolt area goes, the B16.5 standard specifies bolt sizes to use, and, like codeeng says, you are allowed to design to the pressures/temperatures listed in B16.5, RE: Required Bolt Area of standard flange.GEE8B (Structural) 29 Apr 23 08:33. Dead load is always downward (direction of gravity). Wind load can be upward or downward (suction/pressure). Wind forces away from the surface are (-). Wind forces towards the surface are (+). So the “W” in 0.6D+W can be negative or positive. Pressure and suction values are typically per ASCE7, and it is ...Corrosion engineering. (24764 members) forum338 - Professional forum and technical support for engineers for Corrosion engineering. Includes problem solving collaboration tools. Forum. Search. Finite Element Analysis (FEA) engineering. (36618 members) forum727 - Professional forum and technical support for engineers for Finite Element Analysis (FEA) engineering. Includes problem solving collaboration tools. Forum.

Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum. Cut Weight for Ring Forgings... thread794-517252. MVPs. ring forgings (Mechanical) (OP) 12 Mar 24 16:20. Hello all,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.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 … Bridge engineering. (7015 members) forum607 - Professional forum and technical support for engineers for Bridge engineering. Includes problem solving collaboration tools. Search. (Full disclosure: The Eng-Tips Forum is owned by engineering.com.) Engineering is one of the most rigorous, hands-on subjects, with a theoretical framework in math and physics. While this field of study can be stressful, there are also many online spaces for engineering students to turn to when they need insight or support from their peers.

Bell 407 Boeing VR-7 Narramore 8%. Bell 409 YAH-63 Wortmann FX 69-H-083 Wortmann FX 69-H-083. Bell 412 Boeing VR-7 Wortmann FX 69-H-080. Bell 427 Boeing VR-7 Narramore 8%. Bell 47G-2 H-13G wood blades NACA 0017 NACA 0011. Bell 47G-2 H-13H metal blades NACA 0015 NACA 0015. Bell 47J HUL wood blades NACA …Civil/Environmental engineering general discussion. (46845 members) forum194 - Professional forum and technical support for engineers for Civil/Environmental engineering general discussion. Includes problem solving collaboration tools. Forum.

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.Not every workplace makeover needs to involve a spending spree at Ikea and more LEDs than a flight control panel. Today's featured workspace just needed a little tidying and cable ...For starters, you can successfully weld 5052 H32 (not heat treatable aluminum alloy) to 6063 T5. However, the heat from welding will locally soften the 5052 and the 6063. If this is not a highly stressed component or used under cyclic loading conditions, you should be ok. The following web site has various filler …The reason is carbon content below 0.03% would be considered 304L per the SA 240 material specification, and limited to 1000 deg F. When you have dual grade certification 304L/304, the 0.04% or higher carbon comes into play for creep strength and one must review the MTR for specific use. SnTMan (Mechanical) 14 …How to Improve Myself. (48697 members) forum731 - Professional forum and technical support for engineers for How to Improve Myself. Includes problem solving collaboration tools. Search. 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 ... 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 …

As we lose the stable structure we’re used to, many of us are now experiencing symptoms of burnout. How can we overcome it? Humans are creatures of habit. We function best and feel...

For starters, you can successfully weld 5052 H32 (not heat treatable aluminum alloy) to 6063 T5. However, the heat from welding will locally soften the 5052 and the 6063. If this is not a highly stressed component or used under cyclic loading conditions, you should be ok. The following web site has various filler …

Mar 2, 2021 · Collaborate with other engineers! Their input will help you overcome mental hurdles and refine your designs. Plus, brainstorming with others is an excellent way to uncover innovative solutions to long-standing engineering issues. A great online resource is eng-tips.com. #13 Over-communicate Stay connected with all the key players in a project. 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 ...The answer can be found in a textbook or your lecture notes from school. Shear design formulas in EC2 are based on strut-and-tie models, and when the distance of the critical section is "d" or less than that, a large part of the shear is transferred by arch action (a compression strut) directly to the support.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. 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. Bridge engineering. (7015 members) forum607 - Professional forum and technical support for engineers for Bridge engineering. Includes problem solving collaboration tools. Search. Finite Element Analysis (FEA) engineering. (36618 members) forum727 - Professional forum and technical support for engineers for Finite Element Analysis (FEA) engineering. Includes problem solving collaboration tools. Forum. 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 …ISZ, Thanks for the reply. I contacted the manufacturer and they recommended pointing the arrow toward the sky. The most apparent difference with the orientaion is the voltage output when the cell is loaded. If the arrow is down, the voltage is negative, if pointed up, the voltage is positive.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 …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.

Joel - I tried to configure (imagine) a non-prestressed concrete tank that had H^2 / Dt > 50. Hard to do. For both the considerations of the combined shear + flexural demand at the base, and shrinkage, tall non-prestressed concrete tanks are uncommon, and I certainly would try to persuade you toward either steel or prestressed (DYK / DN) Type … 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 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)Instagram:https://instagram. ek wikizillow 31406citi field viewmuskego garbage schedule 2024 Eng-Tips. @engtips. The Eng-Tips resource library offers the latest engineering white papers, webcasts, and product information. eng-tips.nethawk.net … the nightmare before christmas showtimes near regal lynbrookcheap tory burch purses 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 …Steel Stair Seismic Design. I have posted a couple of threads regarding this subject in the past, but I would like to post a more thourough question regarding providing seismic design on steel stairs. I have a particular project which is in the Missouri area and is governed by the 2006 IBC and ASCE 7-05. I have … 50 to 30 amp adapter walmart I think many engineers seem to miss this concept as I have seen many designs with a single hairpin where the hairpin appeared to have been calculated based solely on the area of steel into an un-reinforced slab. hdp321 (Structural) (OP) 6 Mar 23 00:01. There’s about 95 kips of thrust per column. 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 ... Bolt assembly stress vs. allowable stress. When assembling flanged joints, a typical target bolt stress is 40-70% of its SMYS, see e.g. ASME PCC-1 Appendix O. If you look at the allowable stresses for bolt materials (e.g. SA-193-B7) in ASME II Part D, you will find that these are much lower. That is, when …