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Engine & fuel engineering. (30295 members) forum71 - Professional forum and technical support for engineers for Engine & fuel engineering. Includes problem solving collaboration tools. Search. 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. 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.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.

Pressure/temperature ratings for Class 800 shall be determined by the equation: P8 = 1/3 P6 + 2/3 P9. where. P8 is the pressure at the specified temperature, expressed in bar3, for Class 800 rounded to the nearest. (10 kpa); P6 is the listed pressure, at the specified temperature, for Class 600, expressed in bar;

All the handrails have to meet the requirements. Loading one side vs the other side is really irrelevant to the handrails and its connections. If there is some loading you are concerned about the in the elements supporting the handrails you might want to consider the loading on each of them simultaneously or perhaps just one side.

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. 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 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 …The following are some parameters that affect how pinned versus fixed a base plate is. Plate thickness-Really thin plates resist very little rotation whereas thicker plates do aid in resisting rotation. Thin plates flex. Anchor Bolt Location-Bolts close to the center of your section tend to act more pinned.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.

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 …

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.

7 Feb 16 11:02. I am designing a isolated footing in SAFE but I am confused that how to check the footing against uplift? Soil pressure are coming as mentioned below. Against dead load Max = -9.08 KN/m^2 and Min = -18 KN/m^2. Against wind load is Max = 53.83 KN/^m2 and Min = -38.74 Kn/m^2. footing is safe against uplift???? 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. Makes sense to do so. EIT. hawkaz (Structural) 1 Sep 11 19:08. 40 psf is a good number. 4000# car over a 9'X18' space = 25 psf. I would put the full snow load on the roof in addition to the 40 psf load (both can be there at the same time). msquared48 (Structural) 1 Sep 11 19:45. 6000# (Suburban)over 9X18 is 37.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. We've been conditioned to tie rewards to travel. But by focusing on rewards beyond travel, we can expand our points and miles freedom. Increased Offer! Hilton No Annual Fee 70K + F...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 ...

(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. 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 ... I attached a drawing just in case I can't explain myself clear enough. Anyway, I read that 'A relief valve is only needed if no other measures are provided to detect low flow conditions and shut down the centrifugal pump to prevent damage', well in my situation, there isn't a flow measuring instrument installed upstream of …Here are tried and tested tips for a successful first family vacation to Europe. Update: Some offers mentioned below are no longer available. View the current offers here. My famil...forum337 - Professional forum and technical support for engineers for Wood design and engineering. Includes problem solving collaboration tools. Search.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 …

Phone Number (510) 595-2220. Eng-Tips is a forum for Engineering professionals that is designed to facilitate discussion and research for engineering professionals. Eng-Tips …

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 ... Although not directly applicable for stacks TIA/EIA-222 'Structural Standards For Steel Antenna Towers And Supporting Structures' states "Initial tension in the guys, for design purposes, is normally 10 percent of the published breaking strength of the strand with upper and lower limits of 15 and 8 percent …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 …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.HVAC/R engineering. (27384 members) forum403 - Professional forum and technical support for engineers for HVAC/R engineering. Includes problem solving collaboration tools. Search.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.ENG-TIPS. ENG-TIPS stands out as one of the most popular portals for engineer communities on the web, and it’s easy to see why. There are over 18 specific …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.7 Feb 16 11:02. I am designing a isolated footing in SAFE but I am confused that how to check the footing against uplift? Soil pressure are coming as mentioned below. Against dead load Max = -9.08 KN/m^2 and Min = -18 KN/m^2. Against wind load is Max = 53.83 KN/^m2 and Min = -38.74 Kn/m^2. footing is safe against uplift????The nosing provides clearance space for your heel to drop on the tread. If there were no nosing, your heel might hit the riser and you will stumble forward (and probably fall if you are not holding n the handrail). msquared48 (Structural) 20 Apr 09 19:27. To encourage tripping as you go up the stairs.

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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.

Mechanical engineering general discussion. (88334 members) forum404 - Professional forum and technical support for engineers for Mechanical engineering general discussion. Includes problem solving collaboration tools. Jan 26, 2024 · The new search is useless, but hopefully the features of the legacy search will be reinstated soon. CWB1 (Mechanical) 28 Jan 24 16:22. I usually have better luck applying search codes like "site:eng-tips.com" in a commercial search engine like google, duckduckgo, etc rather than version of those same engines that are on the websites themselves. 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.As a foundry engineer in a Aluminnum foundry we fight this with customers all the time. #1- Aluminum has roughly 1/2 the Brinell of iron ( hardness) thiss means if you used 6 - 3/8X16 x 1 bolts on a iron part you better look at. using 10 1/2 x 13 x 1.5 in aluminum. We also push Heli coils.Ayurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho... Electric motors & generators engineering. (55332 members) forum237 - Professional forum and technical support for engineers for Electric motors & generators engineering. Includes problem solving collaboration tools. 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 …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 …Makes sense to do so. EIT. hawkaz (Structural) 1 Sep 11 19:08. 40 psf is a good number. 4000# car over a 9'X18' space = 25 psf. I would put the full snow load on the roof in addition to the 40 psf load (both can be there at the same time). msquared48 (Structural) 1 Sep 11 19:45. 6000# (Suburban)over 9X18 is 37.

Qatar has for months been criticized for mistreating migrant workers. Qatar, one of the world’s richest countries and the winner of the bid to host the soccer World Cup in 2022, ha...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.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)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 ...Instagram:https://instagram. themightfeneknioh 2 ninjutsuestores de renta baratosn863a63b 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 ... 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. providers phoenix scdhhs govsavannah zoning map Pressure/temperature ratings for Class 800 shall be determined by the equation: P8 = 1/3 P6 + 2/3 P9. where. P8 is the pressure at the specified temperature, expressed in bar3, for Class 800 rounded to the nearest. (10 kpa); P6 is the listed pressure, at the specified temperature, for Class 600, expressed in bar;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. lucy is loud onlyfans leaks 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.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.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.