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Engtips. 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.

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Petroleum engineering general discussion. (13755 members) forum481 - Professional forum and technical support for engineers for Petroleum engineering general discussion. Includes problem solving collaboration tools.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.One World Pharma News: This is the News-site for the company One World Pharma on Markets Insider Indices Commodities Currencies StocksSection 9 (of the 14th edition manual) has a section on coped beam strength. But, it does't talk about the detailing of that cope at all (i.e. rounded vs square). It also has a section on Copes, Blocks and Cuts which talks about the preferred method of sequencing the coping cuts. But, it doesn't talk much about …*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting Guidelines. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Eng-Tips Posting Policies Contact US. Home; Forums; Structural Engineers; Activities; Welding, Bonding & Fastener …Shear walls3. I was reading reinforced concrete mechanics by MacGregor about shear walls. The book says that a possible solution to decrease foundation size is to " Attach the base of the wall to the ground-floor diaphragm and basement floor to provide a horizontal force couple to react to the moment at the …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 …One World Pharma News: This is the News-site for the company One World Pharma on Markets Insider Indices Commodities Currencies Stocks

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.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 …In ASCE 7-22, partially open is included in those. My assumption is that they messed up and forgot to include it in ASCE 7-16. My tin-foil hat opinion: Partially open was added simply because we aren't comfortable labeling buildings that are THAT "open" as "enclosed."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 …*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting Guidelines. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Eng-Tips Posting Policies Contact US. Home > Forum Areas Geotechnical Engineers Area. Only the top forums under each heading is …Subject: Section VIII-1, UCS-85 (b) and (e) Date Issued: May 31, 1984. File Number: BC82-563. Related Documents: Question (1): A dished head made of P-No. 1 Gr. Nos. 1 and 2 material with a thickness of less than 1¼ in. is hot pressed at a temperature of 1750°F. Are test specimens required under UCS-85 of Section VIII, Division 1, to ...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...

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.Earthwork/grading engineering. (18515 members) forum158 - Professional forum and technical support for engineers for Earthwork/grading engineering. Includes problem solving collaboration tools. Forum.hybrid steel/CLT structure. I'm looking to get a better understanding of using CLT deck with gyp concrete topping, supported by steel beams and columns for a five story institutional building. Specifically, what to pay attention to when using the CLT as a floor diaphragm sending lateral forces to concrete shear walls or braced frames for the LFRS.

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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.DASSAULT: CATIA products. (15414 members) forum560 - Professional forum and technical support for engineers for DASSAULT: CATIA products. Includes problem solving collaboration tools. Forum. 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 …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 …

Product Guide Directory. Learn About Each of Eng-Tips' Industrial & Technology Marketing Solutions. Grow Brand Awareness. Build Purchase Intent. Generate Leads. Access The …3 May 05 08:35. An estimate of Young's Modulus for concrete is 57,000 (f'c)^2. For cement grout mixes used in augercast piles (usually 3000 psi to 8000 psi), does anyone know of a similar equation to estimate the elasticity? Based on laboratory testing, elasticity of grout is not anywhere near the elasticity of same strength concrete mixes.Nigeria’s broadcast regulator, the National Broadcasting Commission, has ordered all broadcasting stations in the country to suspend their use of Twitter. The directive was issued ...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 …forum337 - Professional forum and technical support for engineers for Wood design and engineering. Includes problem solving collaboration tools. Search.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;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 …U.S. stocks traded higher this morning, with the Dow Jones gaining more than 100 points on Friday. The Dow traded up 0.41% to 33,473.16 while the... U.S. stocks traded higher this... Pipelines, Piping and Fluid Mechanics engineering. forum378 - Professional forum and technical support for engineers for Pipelines, Piping and Fluid Mechanics engineering. Includes problem solving collaboration tools. 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 …LIVERPOOL, England (AP) — Liverpool was denied a last-minute penalty after fighting back to draw 1-1 with Manchester City on Sunday in the final Premier League …

JAE (Structural) 9 Feb 11 21:01. Sounds like you got it. wannabeSE (Civil/Environmental) 9 Feb 11 21:13. If you are anchoring the equipment to masonry or concrete, look at ASCE 7-05 section 13.4.2. You may need to multiply the seismic force by 1.3. Also, if the anchors are not prequalified for seismic, you may need to …

Boiler and Pressure Vessel engineering. (38965 members) forum794 - Professional forum and technical support for engineers for Boiler and Pressure Vessel engineering. Includes problem solving collaboration tools. Forum. Search. John Werner. 2023, the writer argues, was the year in which we learned in a theoretical way about how large language models work. 2024, by contrast, is going to be …In linear analysis, starting from displacements, the nodal forces can be calculated in two equivalent ways: a) R_e = K_e * U_e. b) At each integration point, calculate strains using B (m) * U_e, calculate stresses using C*e, then integrate stresses using Eq. 4.29. R_e: element nodal force.One World Pharma News: This is the News-site for the company One World Pharma on Markets Insider Indices Commodities Currencies StocksHappy 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 ... Electric motors & generators engineering. (55332 members) forum237 - Professional forum and technical support for engineers for Electric motors & generators engineering. Includes problem solving collaboration tools. Jan 3, 2021 · PE Civil Structural Exam Study Advice9. Hello All! I am preparing to take the PE Civil Structural exam for the first time in October 2021. Please reply with what each of you used to study and pass the exam. I have found a lot of engineers who recommend the CERM book and NCEES Civil Structural Practice Exam book. 22 hours ago · 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 ...

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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.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 …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...We are designing two building and we have two close columns in between so we are going to design these two columns on one pile cap with one pile. (2columns are 200 kips and 100 kips, clay soil, end bearing 4000 psi, skin friction ignored, Pile Diameter shaft is 3.3ft,bell is 10ft) we can not make it two piles …While specific laws vary by state, the general process of assessing real property is similar across the country. If you own real estate, it will be assessed, and that assessment w...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. 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.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.Product Guide Directory. Learn About Each of Eng-Tips' Industrial & Technology Marketing Solutions. Grow Brand Awareness. Build Purchase Intent. Generate Leads. Access The …I have modelled a pond with an outlet control structure consisting of a low flow orifice (Flowing to Device 1) and sharp crested weir (Also flowing to Device 1) discharging to a culvert (Modelled as the Primary). The report states that the weir and the orifice are controlling the flows and the culvert passes XXX of XXX …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 …Earthwork/grading engineering. (18515 members) forum158 - Professional forum and technical support for engineers for Earthwork/grading engineering. Includes problem solving collaboration tools. Forum. ….

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 …From raising minimum wages to "staple green cards." The allocation of H-1B visas is very inefficient, with the lottery system being used in the years with the greatest visa demand—...Specifically, bollards for protection are angled toward the direction of the expected threat; this provides an added measure of strength, since there's no reason to make the bollards be symmetrical in protection direction/angle. Angling the bollard could reduce the required thickness of the bollard, since the collision energy is directed ...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 …I have modelled a pond with an outlet control structure consisting of a low flow orifice (Flowing to Device 1) and sharp crested weir (Also flowing to Device 1) discharging to a culvert (Modelled as the Primary). The report states that the weir and the orifice are controlling the flows and the culvert passes XXX of XXX …Student Engineer General Discussion. (4380 members) forum1630 - Professional forum and technical support for engineers for Student Engineer General Discussion. Includes problem solving collaboration tools. Forum.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. Civil/Environmental engineering general discussion. (46863 members) forum194 - Professional forum and technical support for engineers for Civil/Environmental engineering general discussion. Includes problem solving collaboration tools. Forum. Ignition, 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. Engtips, Water treatment & distribution. (21029 members) forum164 - Professional forum and technical support for engineers for Water treatment & distribution. Includes problem solving collaboration tools. Forum. , Water treatment & distribution. (21029 members) forum164 - Professional forum and technical support for engineers for Water treatment & distribution. Includes problem solving collaboration tools. Forum., 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), 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 …, 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's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting Guidelines. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Eng-Tips Posting Policies Contact US. Home > Forum Areas Geotechnical Engineers Area. Only the top forums under each heading is …, Water treatment & distribution. (21029 members) forum164 - Professional forum and technical support for engineers for Water treatment & distribution. Includes problem solving collaboration tools. Forum., Eng-Tips. @engtips. The Eng-Tips resource library offers the latest engineering white papers, webcasts, and product information. eng-tips.nethawk.net …, We are designing two building and we have two close columns in between so we are going to design these two columns on one pile cap with one pile. (2columns are 200 kips and 100 kips, clay soil, end bearing 4000 psi, skin friction ignored, Pile Diameter shaft is 3.3ft,bell is 10ft) we can not make it two piles …, 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..., Boiler and Pressure Vessel engineering. (38965 members) forum794 - Professional forum and technical support for engineers for Boiler and Pressure Vessel engineering. Includes problem solving collaboration tools. Forum. 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 …, 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., 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., Electric power & transmission & distribution. (59316 members) forum238 - Professional forum and technical support for engineers for Electric power & transmission & …, 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., Heat Transfer & Thermodynamics engineering. 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